CN205677078U - A kind of arc fast-assembling room - Google Patents
A kind of arc fast-assembling room Download PDFInfo
- Publication number
- CN205677078U CN205677078U CN201620563296.2U CN201620563296U CN205677078U CN 205677078 U CN205677078 U CN 205677078U CN 201620563296 U CN201620563296 U CN 201620563296U CN 205677078 U CN205677078 U CN 205677078U
- Authority
- CN
- China
- Prior art keywords
- arc
- steel frame
- segmental arc
- fast
- assembling room
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Withdrawn - After Issue
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 52
- 239000010959 steel Substances 0.000 claims abstract description 52
- 239000011796 hollow space material Substances 0.000 claims description 5
- 239000000203 mixture Substances 0.000 claims description 3
- 230000035939 shock Effects 0.000 abstract description 2
- 238000004806 packaging method and process Methods 0.000 abstract 1
- 230000009471 action Effects 0.000 description 10
- 238000010276 construction Methods 0.000 description 10
- 238000009434 installation Methods 0.000 description 7
- 238000004458 analytical method Methods 0.000 description 5
- 238000000034 method Methods 0.000 description 5
- 230000008901 benefit Effects 0.000 description 4
- 239000004567 concrete Substances 0.000 description 4
- 239000004568 cement Substances 0.000 description 3
- 239000011521 glass Substances 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 230000008859 change Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 2
- 238000009408 flooring Methods 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 238000004088 simulation Methods 0.000 description 2
- 241000628997 Flos Species 0.000 description 1
- FYYHWMGAXLPEAU-UHFFFAOYSA-N Magnesium Chemical compound [Mg] FYYHWMGAXLPEAU-UHFFFAOYSA-N 0.000 description 1
- 240000002853 Nelumbo nucifera Species 0.000 description 1
- 235000006508 Nelumbo nucifera Nutrition 0.000 description 1
- 235000006510 Nelumbo pentapetala Nutrition 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000001186 cumulative effect Effects 0.000 description 1
- 238000000354 decomposition reaction Methods 0.000 description 1
- 230000002950 deficient Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 229910052749 magnesium Inorganic materials 0.000 description 1
- 239000011777 magnesium Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 1
- 239000011178 precast concrete Substances 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000009433 steel framing Methods 0.000 description 1
- 230000007704 transition Effects 0.000 description 1
Landscapes
- Wind Motors (AREA)
Abstract
The utility model provides a kind of arc fast-assembling room, belong to field of house buildings, including steel frame and bottom structure, steel frame is located at the upper surface of bottom structure, form closed shape, the horizontal section of steel frame is symmetrically arranged arcuate structure, the tangent line of arcuate structure both sides is gradually increased from top to bottom with horizontal angle, arcuate structure at least includes first segmental arc at top and the second segmental arc of bottom, the angle that the tangent line at the first segmental arc top both sides is formed in upper end is 100 degree～120 degree, lower end is positioned at distance top distance 1/5～1/3 altitude range and the tangent line angle that formed in upper end in both sides is 70 degree～90 degree, second segmental arc is positioned at arcuate structure distance top distance and is perpendicular to horizontal plane at 7/10～9/10 altitude range and both sides tangent line.The utility model modularization making, easy accessibility, without machinery, promotes packaging efficiency, and is not necessarily to prefabricated foundation, and the duration is short, low cost, and wind resistance and shock resistance are good simultaneously.
Description
Technical field
The utility model belongs to integrated house building field, especially relates to a kind of arc fast-assembling room.
Background technology
Fast integration house is applicable to the Fast Construction in outdoor campsite, the construction in hotel, outdoor quick hotel, goes sightseeing
Building construction, the cycle is short, and low cost is convenient and swift, the version of existing integrated house be all the square of comparison rule or
The box-shaped structure of person's rectangle, the stressing conditions of each component is similar with portal frame, is commonly called as box-shaped structure, has the disadvantage in that
1st, moulding rule is simple, and the performance of lateral force resistance is slightly worse；2nd, the structure of existing integrated house is essentially divided into three parts, top
Frame, column and underframe, to top frame to design and produce waterproof requirement high, easily leak, when the 3rd, installing, crane lifting must be used, must
Must reserve sufficient installing space, construction is equipped with space and limits；4th, basis uses cement concrete, need to first carry out prefabricated,
From the point of view of the integrated house of relatively rapid installation, prefabricated foundation holding time is longer, relies on soil and destroys relatively big, after building up be
Immovable, if too high as temporary building cost and unfavorable to the duration, and at low ambient temperatures, cement without
Method is constructed, and winter, the construction of integrated house was restricted by environmental constraints.
Utility model content
It is good that problem to be solved in the utility model is to provide wind resistance, and shock resistance is good and mounts and dismounts a kind of easily arc
Shape fast-assembling room.
For reaching above-mentioned purpose, the technical solution of the utility model is achieved in that a kind of arc fast-assembling room, including steel
Structure-steel framing and bottom structure, described steel frame is located at the upper surface of described bottom structure, forms closed shape, described steel frame
Horizontal section be symmetrically arranged arcuate structure, the tangent line of described arcuate structure both sides and horizontal angle from top to bottom by
Cumulative adding, described arcuate structure at least includes first segmental arc at top and the second segmental arc of bottom, described first segmental arc top two
The angle that the tangent line of side is formed in upper end is β, and β angle is 100 degree～120 degree, and the lower end of described first segmental arc is positioned at described arc
In distance 1/5～1/3 altitude range of shape structure distance top, the both sides tangent line of described first segmental arc bottom is formed in upper end
Angle is α, and α angle is 70 degree～90 degree, and described second segmental arc is positioned at described arcuate structure distance top distance 7/10～9/
In 10 altitude ranges, the bottom of described second segmental arc is Breadth Maximum, and the both sides tangent line of described 3rd segmental arc bottom is vertical
In horizontal plane.
Further, the width of described steel frame horizontal section bottom accounts for described second segmental arc place Breadth Maximum
Ratio is more than 95%.
Further, described steel frame includes multiple hollow space, described hollow space and described bottom structure by mould
Block is assembled, and the weight of each module is less than 75KG.
Further, the plane naturally that described bottom structure is crossed by multiple uniform fot screws and following simply and easy treat
Fixing connection.
Further, described steel frame is assembled by the square tube of specification 50～90, and the thickness of described square tube is 1.5mm
～5mm.
Further, described steel frame include longitudinally disposed metope purlin, composition arcuate structure middle standing pillar and
Gable column, described gable column is located at the both sides of described middle standing pillar, and described metope purlin is vertical with described middle standing pillar to be handed over
Fork is arranged, and described metope purlin and described gable uprights vertical are arranged in a crossed manner, and described steel frame also includes being disposed longitudinally on top
The ridge pole of end.
Further, the spacing of described middle standing pillar is uniformly arranged, and spacing is between 1100mm～1500mm, described gable
Spacing between column with the spacing of adjacent described middle standing pillar and described middle standing pillar is equal.
Further, the arc length spacing of described metope purlin place cambered surface is uniformly arranged, and spacing is 750mm～1050mm.
Further, described steel frame is centrally located on described bottom structure, and the two ends of described bottom structure length exceed
The distance of described bottom structure length is 300mm～500mm.
Further, one end of described steel frame length is doorframe, and described doorframe is by connecting cross beam and described bear building-up
Structure and described gable column connect, and by connecting, vertical beam and ridge pole are fixing to be connected in the upper end of described doorframe.
Compared with prior art, the utility model has the advantage that and with good effect is: the 1st, the utility model uses symmetry
Arcuate structure, and the section configuration to arcuate structure carries out the setting of certain altitude ratio and angle, in strict accordance with fluid
The principle of mechanics is designed, and wind resistance is good；2nd, use modularized design to assemble, and the weight of every piece is not more than 75kg, can
Ensureing that two people can be smoothed out assembling, manually all operable, convenience quick for installation, maximum advantage is handling and installation exercise
The lifting machines such as Shi Buyong crane, construction site and method are more flexible and convenient；3rd, bottom structure is by fot screw with basis even
Connecing, it is not necessary to pre-cast concrete basis, more efficient and convenient, construction is not limited by temperature, and on environment without impact and recyclable
Utilizing, environmental protection, the degree of depth that fot screw is squeezed into can be adjusted change according to the external environment condition of base case and use.
Brief description
Constituting a part of accompanying drawing of the present utility model to be further appreciated by of the present utility model for providing, this practicality is new
The schematic description and description of type is used for explaining the utility model, is not intended that to improper restriction of the present utility model.?
In accompanying drawing:
Fig. 1 is the structural representation of the utility model steel frame；
Fig. 2 is the structural representation in the utility model a kind of arc fast-assembling room；
Fig. 3 is the front view in the utility model a kind of arc fast-assembling room；
Fig. 4 is the structural representation looking up direction in the utility model a kind of arc fast-assembling room；
Fig. 5 be the utility model be 60mm × 2.0mm in square tube, equivalent wind action is 0.5KN/, and windward side is 1.3m
Wide Analysis of wind-resisting figure；
Fig. 6 be the utility model be 60mm × 2.0mm in square tube, equivalent wind action is 0.6KN/, and windward side is 1.3m
Width, the Analysis of wind-resisting figure that live load considers when different from wind load；
Fig. 7 be the utility model be 60mm × 2.0mm in square tube, equivalent wind action is 0.6KN/, and windward side is 1.3m
Width, the Analysis of wind-resisting figure that live load and wind load consider simultaneously；
Fig. 8 be the utility model be 60mm × 2.0mm in square tube, equivalent wind action is 0.8KN/, and windward side is 1.3m
Width, the Analysis of wind-resisting figure that live load considers when different from wind load；
Fig. 9 be the utility model be 60mm × 2.0mm in square tube, equivalent wind action is 0.8KN/, and windward side is 1.3m
Width, the Analysis of wind-resisting figure that live load and wind load consider simultaneously；
Figure 10 is that the parameter in the utility model a kind of arc fast-assembling room selects the table of comparisons.
Description of reference numerals:
1-steel frame；11-outer cover plate；12-inner cover plate；2-gable column；3-connects vertical beam；4-middle standing pillar；5-wall
Face purlin；6-ridge pole；7-doorframe；8-connecting cross beam；9-bottom structure；91-base crossbeam；92-base longeron；10-lower margin spiral shell
Nail；11-outer cover plate；12-inner cover plate；13-the first segmental arc；14-the second segmental arc；15-the 3rd segmental arc；16-the 4th segmental arc.
Detailed description of the invention
It should be noted that in the case of not conflicting, the embodiment in the utility model and the feature in embodiment can
To be mutually combined.
Of the present utility model describe in, it is to be understood that term " " center ", " longitudinally ", " laterally ", " on ", D score,
The orientation of the instruction such as "front", "rear", "left", "right", " vertically ", " level ", " top ", " end ", " interior ", " outward " or position relationship are
It based on orientation shown in the drawings or position relationship, is for only for ease of description the utility model and simplifies description, rather than instruction
Hint indication device or element must have specific orientation, with specific azimuth configuration and operation, be not therefore understood that
For to restriction of the present utility model.Additionally, term " first ", " second " etc. are only used for describing purpose, and it is not intended that indicate
Or imply relative importance or the implicit quantity indicating indicated technical characteristic.Thus, " first ", " second " etc. are defined
Feature can express or implicitly include one or more this feature.In of the present utility model description, unless separately
Being described, " multiple " are meant that two or more.
In of the present utility model description, it should be noted that unless otherwise clearly defined and limited, term " peace
Dress ", " being connected ", " connection " should be interpreted broadly, for example, it may be fixing connect, it is also possible to be to removably connect, or integratedly
Connect；Can be to be mechanically connected, it is also possible to be electrical connection；Can be to be joined directly together, it is also possible to be indirectly connected to by intermediary,
It can be the connection of two element internals.For the ordinary skill in the art, on can being understood by concrete condition
State concrete meaning in the utility model for the term.
Below in conjunction with the accompanying drawings specific embodiment of the utility model is elaborated.
Shown as shown in Figure 1, Figure 3 and Figure 4, the utility model is a kind of arc fast-assembling room, including steel frame 1 and bottom structure 9,
Steel frame 1 is located at the upper surface of bottom structure 9, forms closed shape, and the horizontal section of steel frame 1 is symmetrically arranged arc
Shape structure, the tangent line of arcuate structure both sides is gradually increased from top to bottom with horizontal angle, and arcuate structure at least includes top
The first segmental arc 13 and the second segmental arc 14 of bottom, the angle that the tangent line of the first segmental arc 13 top both sides is formed in upper end is β, β
Angle is 100 degree～120 degree, and the lower end of the first segmental arc 13 is positioned at arcuate structure distance top distance 1/5～1/3 altitude range
In, the angle that the both sides tangent line of the first segmental arc 13 bottom is formed in upper end is α, and α angle is 70 degree～90 degree, the second segmental arc 14
Being positioned at arcuate structure apart from top distance at 7/10～9/10 altitude range, the bottom of the second segmental arc 14 is Breadth Maximum,
The both sides tangent line of the 3rd segmental arc 15 bottom is perpendicular to horizontal plane, it is furthermore preferred that between the first segmental arc 13 and the second segmental arc 14 from
It is top to bottm sequentially provided with the 3rd segmental arc 15 and the 4th segmental arc 16, the first segmental arc the 13rd, the second segmental arc the 14th, the 3rd segmental arc 15 and the 4th arc
Section 16 is in turn connected to form a continuous print and the round and smooth arc of transition from top to bottom, and the stress of vertical direction is decomposed into basis
The vertical force of bearing and horizontal force, it is to avoid problem of stress concentration, a relatively conventional upper end uses the structure of triangle
Fast-assembling room intensity is much higher, arcuate structure when bearing horizontal shear force, be decomposed into be perpendicular to cambered surface power and with tangent
It in the power of cambered surface, is tangential on the power of cambered surface because being in tangency location, negligible to the stress of arcuate structure；After decomposition vertically
Be far smaller than the horizontal shear force of script in the power of cambered surface, arcuate structure is greatly improved shear-stable ability；As in figure 2 it is shown,
The outside of steel frame 1 is provided with outer cover plate 11, and inner side is provided with inner cover plate 12, and inner cover plate 11 and outer cover plate 12 are color steel die mould
Plate, bottom structure 9 is galvanized sheet, outer cover plate 11 and inner cover plate 12 is equipped with reinforcement projection, promotes intensity；It is highly preferred that bear building-up
It is consistent with the horizontal face size of bottom structure 9 that the two ends of the horizontal end face of structure 9 are provided with base crossbeam 91 and length, and bottom structure 9 indulges end face
To be provided with base longeron 92 and length consistent with the vertical face size of bottom structure 9 at two ends, base crossbeam 91 and base longeron 92 are equal
For channel-section steel structure and being bolted therebetween, can directly buying in market, low cost, intensity is high.
According to the structure of steel frame 1, set the size (long X width X height=6m × 3m × 3.2m) of steel frame 1；Permanent lotus
Carry value: 10Kg/m2 (pressing actual value)；Wind load presses 50 years one chances；Environment category A class, selected build and Shape Coefficient
As shown in Figure 10.
(computing unit selects zone line, and windward side is 1.3m as follows to consider to check situation when live load is different from wind load
Wide), the qualified and defective different color can passed through after using 3D3S software to calculate of wind resistance shows, green is conjunction
Lattice.
As it is shown in figure 5, steel frame 1 specification is square tube 60 × 2.0, equivalent wind action is 0.5KN/ (live load and wind
Consider when load is different), after check, numerical value is green, and intensity is satisfied to be required.
As shown in Figure 6, steel frame 1 specification is square tube 60 × 2.0, and equivalent wind action is 0.6KN/ (live load and wind
Consider when load is different), after check, numerical value is green, and intensity is satisfied to be required.
As it is shown in fig. 7, steel frame 1 specification is square tube 60 × 2.0, equivalent wind action is 0.6KN/ (live load and wind
Load considers simultaneously), after check, numerical value is green, and intensity meets requirement.
As shown in Figure 8, steel frame 1 specification is square tube 60 × 2.0, and equivalent wind action is 0.8KN/ (live load and wind
Consider when load is different), after check, numerical value is green, and intensity is satisfied to be required.
As it is shown in figure 9, steel frame 1 specification is square tube 60 × 2.0, equivalent wind action is 0.8KN/ (live load and wind
Load considers simultaneously), after check, numerical value is green, and intensity meets requirement.
Conclusion 60X2.0 square tube monoskeleton windward side width is the blast that 1.3m can bear 0.8KN/, wind resistance
By force, and the structural parameters experience test of many times simulation of design, the final profile confirming steel frame 1 and construction, relatively conventional
Common structure stability, wind resistance are more preferably.
Preferably, to account for the ratio of the second segmental arc 14 Breadth Maximum diameter big for the diameter of the horizontal section bottom of steel frame 1
In 95%, it is preferable that the width of bottom structure 9 is slightly larger than or is equal to the width of steel frame 1, ensures bottom width slightly simultaneously
Little Breadth Maximum thereon, during raining, the rainwater getting off above can directly drop in bottom structure 9 area below,
Overall is washed away by the big rainwater that reduces limiting, and promotes service life and water resistance.
The class triangle cambered design using, utilizes the stability principle of triangle, and anti-seismic performance is good, is computed, antidetonation
Fortification intensity 8 degree (0.20g), utilizes the advantage that inclined roof water resistance is good simultaneously, has carried out characteristic and has transplanted and optimize and combine, has made
It has excellent water resistance, the outflow of favourable portion waterborne moisture.
Preferably, steel frame 1 includes that multiple hollow space, hollow space and bottom structure 9 are assembled by module, often
The weight of individual module is less than 75KG, and each module is connected with steel frame 1 and/or bottom structure 9 by boring tailfiber；It is highly preferred that
Bottom structure 9 is made up of consistent size and five modules be arrangeding in parallel, and the upper end of each module is sequentially provided with from top to bottom equally
The glass magnesium board of size and flooring laminate, promote the Fire resistances of bottom structure 9, has chance fire and does not burns, water-fast, oil resistant, not quick-fried spy
Point, promotes the security performance of total.
Preferably, the plane naturally that bottom structure 9 is crossed by multiple uniform fot screws 10 and following simply and easy treat is solid
Fixed connection；It is highly preferred that the size length of bottom structure 9 × a width of 6m × 3m, when the height of steel frame 1 is 3.2m, lower margin falls
Fixed specification is diameter 48mm, and length is chosen as 1000mm, uses that six fot screws 10 are uniform to be fixed, actually used
During, the size of the specification that fot screw 10 uses and the bottom structure 9 that quantity can be fixed as required selects and determines,
Guaranteeing that bottom structure 9 and basis are connected firmly as principle, fot screw 10 is city's purchased items, and buying is convenient, and procurement cycle is short, and adopts
Purchase low cost, use and may be recovered in utilization after completing, environment friendly and pollution-free so that the fixing and dismounting of bottom structure 9 is more square
Just and fast, traditional fast-assembling room, uses concrete pedestal, needs to carry out prefabricated, and the production cycle is longer, and has environment necessarily
Pollution, it is impossible to recycling, and in temperature relatively low winter, owing to cement character determines to construct, cause common
The installation in fast-assembling room is limited by temperature, uses and submits the method range of application that screw 10 is fixed more extensively and quick.
Preferably, steel frame 1 is assembled by the square tube of specification 50～90, and the thickness of square tube is 1.5mm～5mm, excellent
Selecting the square tube of 60 × 2.0, unified specification, this specification obtains through test of many times, and intensity is high and cost is relatively low, uses less rule
Lattice or relatively thin square tube, intensity does not reaches, and affects wind resistance and anti-seismic performance, according to the side of bigger specification or thicker
Case, can increase the weight of itself, it has not been convenient to transport and dismounting, affects assembling effect, and can increase cost, the basis simultaneously increasing
Body deadweight can affect the bearing of total, affects the stability of structure.
Preferably, steel frame 1 includes that the 5th, longitudinally disposed metope purlin forms middle standing pillar 4 and the gable of arcuate structure
Column 2, gable column 2 is located at the two ends of middle standing pillar 4, and metope purlin 5 is arranged with middle standing pillar 4 square crossing, metope purlin 5
Arranging with gable column 2 square crossing, steel frame 1 also includes the ridge pole 6 being arranged on top；It is highly preferred that middle standing pillar 4
Spacing be uniformly arranged, distance for 1100mm～1500mm between, preferably 1275mm, gable column 2 and adjacent centre are stood
The spacing of post 4 is equal with the spacing of middle standing pillar 4；It is highly preferred that the arc length spacing of metope purlin 5 place cambered surface is uniformly arranged,
Distance is 750mm～1050mm, preferably 950mm, and the two ends of metope purlin 5 exceed 300mm, beneficially outer cover plate 11 and inner cap
Plate 12 fixing and install and connect, and by the check of various mechanical properties and test of many times simulation, set strict between
Away from, lifting strength and stability, facilitate the fixing and connection of outer cover plate 11 and inner cover plate 12；After setting fixed intervals, module
Shape and size it was determined that thus ensure that the weight of each module is not more than 75kg, it is achieved that to integrally-built modularization
Decompose and Combination Design, and taken into account transport can the qualitative problem with transport charging ratio, solve installation to greatest extent fast
Prompt convenient problem, it is achieved that need not be mechanical, the process that modularization making is installed, reduce construction cost, shorten construction week
Phase, improving efficiency, these advantages are obvious especially, quickly during being badly in need of the fast-assembling room rebuilding after the generation of some natural calamities
The demand solving people, and safety is secure, and assembling process is simple, and easy to operate, layman simply trains
Also installation can be rapidly completed after instruction, more practical.
Preferably, steel frame 1 is centrally located on bottom structure 9, and the two ends of bottom structure 9 length exceed bottom structure 9 length
Distance be 300mm～500mm, promote outer cover plate 11 and the fixing convenience of inner cover plate 12 and stability.
Preferably, one end of steel frame 1 length is doorframe 7, and doorframe 7 is stood with bottom structure 9 and gable by connecting cross beam 8
Post 2 connects, and by connecting, vertical beam 3 is fixing with ridge pole 6 to be connected in the upper end of doorframe 7；It is highly preferred that doorframe the 7th, connecting cross beam 8 and
Connecting vertical beam 3 to be all connected with steel frame 1 and/or bottom structure 9 by boring tailfiber, total top arranges ridge pole 6, without putting down
, there is not the structure of ponding and the possibility of ponding in face structure, so drainage is good, outer cover plate 11 roofing tile is set, every piece in
The state now overlapping, is that a piece above press against following one piece all the time, and rainwater falls along the gradient, presents the shape of free drainage
State, is not related to the devices such as rainwater-collecting, and simple in construction is reliable and stable；It is highly preferred that steel frame 1 and the corresponding one end of doorframe 7
For window arrangement, promote daylight rate.
During actual use, assemble in the following order, base crossbeam 91 and base longeron 92 are used
Bolt connects the fixing bottom structure frame that formed, and sets gradually from top to bottom above each module of composition bottom structure 9 simultaneously
Glass plum plate and flooring laminate, be then connected with forming bottom structure 9 and be fixed in bottom structure frame, then on bottom structure 9 first
Fixing gable column 2 and middle standing pillar 4, then at fixing metope purlin 5 and ridge pole 6, form steel frame 1, in then installing
Cover plate 12, installs door and window bound edge limit, installs module and door and window, concealed wire circuit, glass silk floss backward successively, then install outer cover plate
11, inside and outside bound edge part is installed, power supply, switch and lamp are installed, form final arc fast-assembling room, total stable performance, resist
Wind performance is good, and anti-seismic performance is good, and total all uses bolt or bores tailfiber connection, quick for installation, zero-emission, energy-saving ring
Protecting, simultaneously during using, according to the actual requirements, total can have numerous embodiments, can arranged in series, it is also possible to
Become right-angled intersection arrangement, or become other to meet arbitrary form of actual demand, can be entered by passageway between the structure after arrangement
Row connects, and forms a complete fast-assembling system, meets the demand of the occasion that varies in size.
Above an embodiment of the present utility model is described in detail, but described content is only of the present utility model
Preferred embodiment, it is impossible to be considered for limiting practical range of the present utility model.All made according to the utility model application range
Impartial change and improvement etc., all should still belong within patent covering scope of the present utility model.
Claims (10)
1. an arc fast-assembling room, it is characterised in that: including steel frame (1) and bottom structure (9), described steel frame (1) sets
In the upper surface of described bottom structure (9), forming closed shape, the horizontal section of described steel frame (1) is symmetrically arranged
Arcuate structure, the tangent line of described arcuate structure both sides and horizontal angle be gradually increased from top to bottom, and described arcuate structure is extremely
Including first segmental arc (13) at top and second segmental arc (14) of bottom less, the tangent line of described first segmental arc (13) top both sides exists
The angle that upper end is formed is β, and β angle is 100 degree～120 degree, and the lower end of described first segmental arc (13) is positioned at described arcuate structure
In distance 1/5～1/3 altitude range of distance top, the folder that the both sides tangent line of described first segmental arc (13) bottom is formed in upper end
Angle is α, and α angle is 70 degree～90 degree, described second segmental arc (14) be positioned at described arcuate structure distance top distance 7/10～
In 9/10 altitude range, the bottom of described second segmental arc (14) is Breadth Maximum, the two of described 3rd segmental arc (15) bottom
Side tangent line is perpendicular to horizontal plane.
2. a kind of arc fast-assembling room according to claim 1, it is characterised in that: the horizontal section of described steel frame (1) is
The ratio that the width of lower end accounts for described second segmental arc (14) place Breadth Maximum is more than 95%.
3. a kind of arc fast-assembling room according to claim 1, it is characterised in that: described steel frame (1) include multiple in
Empty part, described hollow space and described bottom structure (9) are assembled by module, and the weight of each module is less than 75KG.
4. a kind of arc fast-assembling room according to claim 1, it is characterised in that: described bottom structure (9) passes through multiple uniform
Fot screw (10) and the plane naturally that following simply and easy treat is crossed fixing be connected.
5. a kind of arc fast-assembling room according to claim 1, it is characterised in that: described steel frame (1) by specification 50～
The square tube of 90 assembles, and the thickness of described square tube is 1.5mm～5mm.
6. a kind of arc fast-assembling room according to any one of Claims 1 to 5, it is characterised in that: described steel frame (1) wraps
Include longitudinally disposed metope purlin (5), the middle standing pillar (4) of composition arcuate structure and gable column (2), described gable column
(2) being located at the both sides of described middle standing pillar (4), described metope purlin (5) is arranged with described middle standing pillar (4) square crossing, institute
Stating metope purlin (5) and described gable column (2) square crossing being arranged, described steel frame (1) also includes being disposed longitudinally on top
The ridge pole (6) of end.
7. a kind of arc fast-assembling room according to claim 6, it is characterised in that: the spacing of described middle standing pillar (4) is uniform
Arranging, spacing is between 1100mm～1500mm, the spacing of described gable column (2) and adjacent described middle standing pillar (4) and
Spacing between described middle standing pillar (4) is equal.
8. a kind of arc fast-assembling room according to claim 6, it is characterised in that: described metope purlin (5) place cambered surface
Arc length spacing is uniformly arranged, and spacing is 750mm～1050mm.
9. a kind of arc fast-assembling room according to any one of Claims 1 to 5, it is characterised in that: described steel frame (1) exists
Described bottom structure is centrally located on (9), and the distance that the two ends of described bottom structure (9) length exceed described bottom structure (9) length is
300mm～500mm.
10. a kind of arc fast-assembling room according to claim 6, it is characterised in that: one end of described steel frame (1) length
For doorframe (7), described doorframe (7) is connected with described bottom structure (9) and described gable column (2) by connecting cross beam (8), described
By connecting, vertical beam (3) and ridge pole (6) are fixing to be connected in the upper end of doorframe (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620563296.2U CN205677078U (en) | 2016-06-08 | 2016-06-08 | A kind of arc fast-assembling room |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620563296.2U CN205677078U (en) | 2016-06-08 | 2016-06-08 | A kind of arc fast-assembling room |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205677078U true CN205677078U (en) | 2016-11-09 |
Family
ID=57432251
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620563296.2U Withdrawn - After Issue CN205677078U (en) | 2016-06-08 | 2016-06-08 | A kind of arc fast-assembling room |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205677078U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105951992A (en) * | 2016-06-08 | 2016-09-21 | 格瑞(天津)科技发展有限公司 | Arc-shaped fast-assembly house |
-
2016
- 2016-06-08 CN CN201620563296.2U patent/CN205677078U/en not_active Withdrawn - After Issue
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105951992A (en) * | 2016-06-08 | 2016-09-21 | 格瑞(天津)科技发展有限公司 | Arc-shaped fast-assembly house |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104947792B (en) | Green light steel assembling house and installation method are built in a kind of letter | |
| CN202273317U (en) | Detachable single-layer lightweight steel construction movable house | |
| CN104060853A (en) | Lightweight steel structure modularized residential building | |
| CN103912063A (en) | Assembled building system constructed by fabricated plates | |
| CN201850793U (en) | 1000kV GIS (gas insulated switchgear) room with corrugated steel arch roof structure | |
| CN205677078U (en) | A kind of arc fast-assembling room | |
| CN105484356B (en) | full aluminium building | |
| CN201406765Y (en) | Stair case available for transport | |
| CN206722301U (en) | A kind of raised flooring system | |
| CN105951992B (en) | A kind of arc fast-assembling room | |
| CN208950375U (en) | Packaged type modularization chalet | |
| CN203640115U (en) | Modular curtain wall panel | |
| CN203412312U (en) | Thermal-insulating integrated template wallboard construction building | |
| CN103362235A (en) | Integrally-poured building house with wallboards integrating thermal insulating and templates | |
| CN209293173U (en) | Module-type steel structure trestle external verandahs | |
| CN203201171U (en) | Unit door type multi-floor masonry residential building structure with additional elevator | |
| CN203257070U (en) | Slippage frame operating platform for gallery daylighting roof curtain wall installation | |
| CN208966093U (en) | A kind of removable module assembled electric power computer room | |
| CN207553715U (en) | Communication iron tower and computer room combined type base station | |
| CN205242628U (en) | Plug -in type activity board house | |
| CN205804724U (en) | A kind of embedded glass curtain wall structure system | |
| CN206158232U (en) | Modular changeable villa | |
| CN204627043U (en) | A kind of assemble type sentry box | |
| CN211312854U (en) | A plug-in shared box | |
| CN203891272U (en) | Modularized curtain wall board |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20161109 Effective date of abandoning: 20190101 |