CN109235756A - Thin-walled I-steel load bearing heat preserving wallboard with floor mounting rail - Google Patents
Thin-walled I-steel load bearing heat preserving wallboard with floor mounting rail Download PDFInfo
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- CN109235756A CN109235756A CN201811195957.0A CN201811195957A CN109235756A CN 109235756 A CN109235756 A CN 109235756A CN 201811195957 A CN201811195957 A CN 201811195957A CN 109235756 A CN109235756 A CN 109235756A
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 143
- 239000010959 steel Substances 0.000 title claims abstract description 143
- 239000002023 wood Substances 0.000 claims description 11
- 238000009413 insulation Methods 0.000 claims description 8
- 238000009434 installation Methods 0.000 claims description 7
- 238000005034 decoration Methods 0.000 claims description 6
- 239000000203 mixture Substances 0.000 claims description 2
- 230000037431 insertion Effects 0.000 claims 1
- 238000003780 insertion Methods 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 20
- 230000008901 benefit Effects 0.000 abstract description 7
- 230000000694 effects Effects 0.000 abstract description 6
- 238000000034 method Methods 0.000 abstract description 6
- 230000008569 process Effects 0.000 abstract description 5
- 230000010354 integration Effects 0.000 abstract description 4
- 238000004321 preservation Methods 0.000 abstract description 4
- 239000004567 concrete Substances 0.000 description 8
- 239000000463 material Substances 0.000 description 6
- CURLTUGMZLYLDI-UHFFFAOYSA-N Carbon dioxide Chemical compound O=C=O CURLTUGMZLYLDI-UHFFFAOYSA-N 0.000 description 4
- 238000012545 processing Methods 0.000 description 4
- 238000011161 development Methods 0.000 description 3
- 230000018109 developmental process Effects 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- GWEVSGVZZGPLCZ-UHFFFAOYSA-N Titan oxide Chemical compound O=[Ti]=O GWEVSGVZZGPLCZ-UHFFFAOYSA-N 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 2
- 230000005540 biological transmission Effects 0.000 description 2
- 229910002092 carbon dioxide Inorganic materials 0.000 description 2
- 239000001569 carbon dioxide Substances 0.000 description 2
- 230000006378 damage Effects 0.000 description 2
- 238000003754 machining Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- RNFJDJUURJAICM-UHFFFAOYSA-N 2,2,4,4,6,6-hexaphenoxy-1,3,5-triaza-2$l^{5},4$l^{5},6$l^{5}-triphosphacyclohexa-1,3,5-triene Chemical compound N=1P(OC=2C=CC=CC=2)(OC=2C=CC=CC=2)=NP(OC=2C=CC=CC=2)(OC=2C=CC=CC=2)=NP=1(OC=1C=CC=CC=1)OC1=CC=CC=C1 RNFJDJUURJAICM-UHFFFAOYSA-N 0.000 description 1
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 1
- 239000002154 agricultural waste Substances 0.000 description 1
- 238000003915 air pollution Methods 0.000 description 1
- 239000004411 aluminium Substances 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- 150000001450 anions Chemical class 0.000 description 1
- 210000000988 bone and bone Anatomy 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 125000004122 cyclic group Chemical group 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 239000003063 flame retardant Substances 0.000 description 1
- 239000008267 milk Substances 0.000 description 1
- 210000004080 milk Anatomy 0.000 description 1
- 235000013336 milk Nutrition 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 150000008442 polyphenolic compounds Chemical class 0.000 description 1
- 235000013824 polyphenols Nutrition 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000012827 research and development Methods 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 230000007480 spreading Effects 0.000 description 1
- 238000003892 spreading Methods 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
- 230000009897 systematic effect Effects 0.000 description 1
- 239000004408 titanium dioxide Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
- E04B1/78—Heat insulating elements
- E04B1/80—Heat insulating elements slab-shaped
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
- E04C2/38—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels
- E04C2/384—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels with a metal frame
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
- E04C2/38—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels
- E04C2/386—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels with a frame of unreconstituted or laminated wood
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Acoustics & Sound (AREA)
- Electromagnetism (AREA)
- Rod-Shaped Construction Members (AREA)
- Building Environments (AREA)
Abstract
The invention belongs to technical field of buildings, more particularly to a kind of thin-walled I-steel load bearing heat preserving wallboard with floor mounting rail.The notch that the I-steel web of two rows of vertical equally distributed thin-walled I-steel outer keels and the edge of a wing surround corresponds, and inside notch interpolation enters several vertical equally distributed intermediate wooden stulls；Top and bottom is connect with horizontal top beam thin-walled I-steel, bottom beam thin-walled I-steel respectively, and top layer beam between I-steel is inserted between the notch of two top beam thin-walled I-steel, and bottom-layer beam between I-steel is inserted between the notch of two bottom beam thin-walled I-steel.Effect and advantage of the invention is that overall stiffness is big, can effectively prevent wallboard and flat out-of-plane buckling occurs, avoid structure overall collapse, and can be obviously improved the security performance of light steel house.Offer industrialized level has been provided, big component has been carried out to load bearing heat preserving integrated wallboard, integration produces and processes；Heat preservation and construction are taken into account, has not only cut off heat bridge, but also it is also simple and convenient to construct.
Description
Technical field
The invention belongs to technical field of buildings, protect more particularly to a kind of thin-walled I-steel load-bearing with floor mounting rail
Warm wallboard.
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.Steel, cement, plastics non-renewable unsustainable property clearly.Present developed country has been recognized that Wood construction
And the building materials using agricultural wastes processing, it is the correct direction of building industry sustainable development.For this reason, it is necessary to for wood
Structure green building and its industrialization carry out systematic research and development, make China's building industry really realize overall process green, can
It recycles, is sustainable.
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.
Thin-walled I-steel load bearing heat preserving wallboard production with floor mounting rail of the invention is simple, at low cost, intensity height,
Simple installation.
Summary of the invention
The present invention provides a kind of thin-walled I-steel load bearing heat preserving wallboard with floor mounting rail, in order to improve light steel house
Security performance, improve the overall stiffness of light steel frame, prevent its from flat out-of-plane buckling occurs, avoid structure overall collapse.It is promoted
Industrialized level, carries out big component to load bearing heat preserving integrated wallboard, integration produces and processes, develop a kind of good integrity,
Power transmission is clear, simple structure, it is safe and reliable, save material and the thin-walled I-steel load-bearing with floor mounting rail easy for construction
Heat-insulation wall plate, the problems such as can be effectively solved the stress of timber structure node, cost and construction.
The technical solution adopted by the invention is as follows:
A kind of thin-walled I-steel load bearing heat preserving wallboard with floor mounting rail, by top beam thin-walled I-steel, bottom beam thin-walled I-shaped
Top layer beam, I-shaped between steel, thin-walled I-steel outer keel, insulation board, the intermediate wooden stull, fireproof decoration plate installation bayonet, I-steel
Bottom-layer beam, top vertically connect recess, bottom and vertically connect recess, floor mounting rail, nail, screw hole, bolt composition between steel, two rows of
The notch that the I-steel web of vertical equally distributed thin-walled I-steel outer keel and the edge of a wing surround corresponds, in two correspondences
Thin-walled I-steel outer keel on the inside of notch interpolation enter the vertical equally distributed intermediate wooden stull, intermediate wood stull and the edge of a wing use
Nail connection；
Top and bottom is connect with horizontal top beam thin-walled I-steel, bottom beam thin-walled I-steel respectively, top beam thin-walled I-steel, bottom
The web of the I-steel of beam thin-walled I-steel is vertical, and top layer between I-steel is inserted between the notch of two top beam thin-walled I-steel
Beam is inserted into bottom-layer beam between I-steel between the notch of two bottom beam thin-walled I-steel；Between top beam thin-walled I-steel and I-steel
Bottom-layer beam is all made of nail connection between top layer beam and bottom beam thin-walled I-steel and I-steel；
Top layer beam between the top and I-steel of layer 2-3 floor mounting rail is connected, two sides respectively with thin-walled I-steel outer keel
It is connected by screw bolts；
Insulation board is filled between two rows of vertical thin-walled I-steel outer keels；
Fireproof decoration plate installation bayonet is respectively formed in the notch outward of two rows of thin-walled I-steel outer keels；
The vertical equally distributed wall that is used for is opened up on the outside of the end edge of a wing of the thin-walled I-steel outer keel at both ends longitudinally to connect
The screw hole connect；
The outside groove that the web of the top beam thin-walled I-steel in interior outside and the edge of a wing surround is respectively formed the vertical connection recess in top,
The outside groove that the web of the bottom beam thin-walled I-steel in interior outside and the edge of a wing surround is respectively formed bottom and vertically connects recess；
The top surface of top layer beam flushes between top beam thin-walled I-steel and I-steel；The width of top layer beam is top beam thin-walled work between I-steel
3 ~ 6 times of the flange width of word steel；The top surface of bottom-layer beam flushes between bottom beam thin-walled I-steel and I-steel；Bottom-layer beam between I-steel
Width be 3 ~ 6 times of flange width of bottom beam thin-walled I-steel.
Beneficial effects of the present invention:
Effect and advantage of the invention is that overall stiffness is big, can effectively prevent wallboard and flat out-of-plane buckling occurs, and avoids structure whole
Unstability, and the security performance of light steel house can be obviously improved；It is obviously improved offer industrialized level, to load bearing heat preserving integration
Wallboard carries out big component, integration production and processing；Heat preservation and construction are taken into account, heat bridge has not only been cut off, but also the also simple side that constructs
Just.In short, this be clear a kind of good integrity, power transmission, simple structure, it is safe and reliable, save material and easy for construction have
The thin-walled I-steel load bearing heat preserving wallboard of floor mounting rail, can be effectively solved the stress, cost and construction of timber structure node
The problems such as；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
Fig. 1 is the schematic elevation view of the thin-walled I-steel load bearing heat preserving wallboard with floor mounting rail.
Fig. 2 is the schematic top plan view of the thin-walled I-steel load bearing heat preserving wallboard with floor mounting rail.
Fig. 3 is the schematic side view of the thin-walled I-steel load bearing heat preserving wallboard with floor mounting rail.
Fig. 4 is the A-A diagrammatic cross-section of Fig. 3.
Fig. 5 is the B-B diagrammatic cross-section of Fig. 3.
In figure, 1 is top beam thin-walled I-steel；2 be bottom beam thin-walled I-steel；3 be thin-walled I-steel outer keel；4 be heat preservation
Plate；5 be the intermediate wooden stull；6 install bayonet for fireproof decoration plate；7 between I-steel top layer beam；8 between I-steel bottom-layer beam；9
Recess is vertically connected for top；10 vertically connect recess for bottom；11 be floor mounting rail；12 be nail；13 be screw hole；14 be spiral shell
Bolt.
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
As shown in Fig. 1 ~ 5, the I-steel web of two rows of vertical equally distributed thin-walled I-steel outer keels 3 and the edge of a wing are surrounded
Notch correspond, enter vertical equally distributed centre in two corresponding 3 inside notch interpolations of thin-walled I-steel outer keel
The wooden stull 5, intermediate wood stull 5 are connect with the edge of a wing using nail 12；
Top and bottom is connect with horizontal top beam thin-walled I-steel 1, bottom beam thin-walled I-steel 2 respectively, top beam thin-walled I-steel
1, the web of the I-steel of bottom beam thin-walled I-steel 2 is vertical, is inserted into I-steel between the notch of two top beam thin-walled I-steel 1
Between top layer beam 7, between the notch of two bottom beam thin-walled I-steel 2 be inserted into I-steel between bottom-layer beam 8；Top beam thin-walled I-steel 1
Bottom-layer beam 8 is all made of 12 connection of nail between top layer beam 7 and bottom beam thin-walled I-steel 2 and I-steel between I-steel；
Top layer beam 7 between the top and I-steel of layer 2-3 floor mounting rail 11 is connected, two sides respectively with it is imperial outside thin-walled I-steel
Bone 3 is connected using bolt 14；
Insulation board 4 is filled between two rows of vertical thin-walled I-steel outer keels 3；
Fireproof decoration plate installation bayonet 6 is respectively formed in the notch outward of two rows of thin-walled I-steel outer keels 3；
The vertical equally distributed wall that is used for is opened up on the outside of the end edge of a wing of the thin-walled I-steel outer keel 3 at both ends longitudinally to connect
The screw hole 13 connect；
The outside groove that the web of the top beam thin-walled I-steel 1 in interior outside and the edge of a wing surround is respectively formed the vertical connection recess in top
9, the outside groove that the web of the bottom beam thin-walled I-steel 2 in interior outside and the edge of a wing surround is respectively formed bottom and vertically connects recess
10；
The top surface of top layer beam 7 flushes between top beam thin-walled I-steel 1 and I-steel；The width of top layer beam 7 is that top beam is thin between I-steel
3 ~ 6 times of the flange width of wall I-steel 1；The top surface of bottom-layer beam 8 flushes between bottom beam thin-walled I-steel 2 and I-steel；I-steel
Between the width of bottom-layer beam 8 be 3 ~ 6 times of flange width of bottom beam thin-walled I-steel 2.
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 (1)
1. a kind of thin-walled I-steel load bearing heat preserving wallboard with floor mounting rail, by top beam thin-walled I-steel (1), bottom beam thin-walled
I-steel (2), thin-walled I-steel outer keel (3), insulation board (4), intermediate wooden stull (5), fireproof decoration plate installation bayonet (6),
Bottom-layer beam (8) between top layer beam (7), I-steel between I-steel, top vertically connects recess (9), bottom vertically connects recess (10),
Floor mounting rail (11), nail (12), screw hole (13), bolt (14) composition, it is characterised in that:
The notch one that the I-steel web of two rows of vertical equally distributed thin-walled I-steel outer keels (3) and the edge of a wing surround is a pair of
It answers, notch interpolation enters the vertical equally distributed intermediate wooden stull (5) on the inside of two corresponding thin-walled I-steel outer keels (3),
Intermediate wood stull (5) is connect with the edge of a wing using nail (12)；
Top and bottom is connect with horizontal top beam thin-walled I-steel (1), bottom beam thin-walled I-steel (2) respectively, top beam thin-walled work
Word steel (1), bottom beam thin-walled I-steel (2) I-steel web it is vertical, between the notch of two top beam thin-walled I-steel (1)
Top layer beam (7) between insertion I-steel is inserted into bottom-layer beam (8) between I-steel between the notch of two bottom beam thin-walled I-steel (2)；
Bottom-layer beam (8) between top layer beam (7) and bottom beam thin-walled I-steel (2) and I-steel between top beam thin-walled I-steel (1) and I-steel
It is all made of nail (12) connection；
Top layer beam (7) between the top and I-steel of layer 2-3 floor mounting rail (11) is connected, two sides respectively with thin-walled I-steel
Outer keel (3) is connected using bolt (14)；
Insulation board (4) are filled between two rows of vertical thin-walled I-steel outer keels (3)；
Fireproof decoration plate installation bayonet (6) is respectively formed in the notch outward of two rows of thin-walled I-steel outer keels (3)；
It is opened up on the outside of the end edge of a wing of the thin-walled I-steel outer keel (3) at both ends vertical equally distributed longitudinal for wall
The screw hole (13) of connection；
The outside groove that the web of the top beam thin-walled I-steel (1) in interior outside and the edge of a wing surround be respectively formed top vertically connect it is recessed
The outside groove that mouth (9), the web of the bottom beam thin-walled I-steel (2) in interior outside and the edge of a wing surround is respectively formed bottom and vertically connects
Recess (10)；
The top surface of top layer beam (7) flushes between top beam thin-walled I-steel (1) and I-steel；The width of top layer beam (7) is between I-steel
3 ~ 6 times of the flange width of top beam thin-walled I-steel (1)；The top surface of bottom-layer beam (8) between bottom beam thin-walled I-steel (2) and I-steel
It flushes；The width of bottom-layer beam (8) is 3 ~ 6 times of the flange width of bottom beam thin-walled I-steel (2) between I-steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811195957.0A CN109235756A (en) | 2018-10-15 | 2018-10-15 | Thin-walled I-steel load bearing heat preserving wallboard with floor mounting rail |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811195957.0A CN109235756A (en) | 2018-10-15 | 2018-10-15 | Thin-walled I-steel load bearing heat preserving wallboard with floor mounting rail |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109235756A true CN109235756A (en) | 2019-01-18 |
Family
ID=65053055
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811195957.0A Withdrawn CN109235756A (en) | 2018-10-15 | 2018-10-15 | Thin-walled I-steel load bearing heat preserving wallboard with floor mounting rail |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109235756A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110042924A (en) * | 2019-03-11 | 2019-07-23 | 曹时可 | Modular Rapid Combination dismounts room |
-
2018
- 2018-10-15 CN CN201811195957.0A patent/CN109235756A/en not_active Withdrawn
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110042924A (en) * | 2019-03-11 | 2019-07-23 | 曹时可 | Modular Rapid Combination dismounts room |
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Application publication date: 20190118 |