CN108978864A - It is a kind of can assembly construction yurt rigid-framed structure - Google Patents
It is a kind of can assembly construction yurt rigid-framed structure Download PDFInfo
- Publication number
- CN108978864A CN108978864A CN201810893638.0A CN201810893638A CN108978864A CN 108978864 A CN108978864 A CN 108978864A CN 201810893638 A CN201810893638 A CN 201810893638A CN 108978864 A CN108978864 A CN 108978864A
- Authority
- CN
- China
- Prior art keywords
- lattice
- curved
- type
- group
- plate
- 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.)
- Granted
Links
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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2406—Connection nodes
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2418—Details of bolting
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2463—Connections to foundations
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention discloses it is a kind of can assembly construction yurt rigid-framed structure, the yurt rigid-framed structure includes: pottery brain component, lattice column, lattice beam, wall beam, collar tie beam, purlin, gusset plate component and bolt；The gusset plate component includes foot joint plate, column root-plate, bean column node plate, wall beam connecting plate, collar tie beam connecting plate, purlin connecting plate；The bolt includes foundation bolt, frictional high-strength bolts.Yurt rigid-framed structure of the invention, for structural elements from heavy and light, bearing capacity is high, transport is assembled convenient, without welding, greatly shortens the construction period of structure, it can repeatedly use, it is adaptable, it is particularly suitable for the building construction of nomadic people's grassland ecological and distinctive tourism industry.
Description
Technical field
The present invention relates to technical field of buildings, more particularly to it is a kind of can assembly construction yurt rigid-framed structure.
Background technique
Yurt be it is a kind of suitable for rotation grazing walk field inhabitation shelter, it is easy to disassemble, carry, be nomadic people according to water plant and
The best shelter occupy, frequently migrated.The support construction of traditional yurt largely uses timber as main support structure, makes
It is easy to rot with the dampness deformation of timber in the process, very big threat is caused to the safety of yurt, influences to live.With the epoch
The progress of development and technology, existing yurt disclose the support construction improvement of yurt using steelframe knot during frame is built
Structure, this steel frame construction improve the moisture-sensitive deformation and rotten defect of the timber of traditional yurt, but this steel frame construction
Yurt assembling splicing in need largely weld, difficulty of construction is big, waste of material is more, and easily causes environmental pollution, no
Conducive to the transport in remote location place.
Therefore, those skilled in the art be dedicated to developing it is a kind of can assembly construction yurt rigid-framed structure, solve existing
There is the defect problem that yurt is above-mentioned.
Summary of the invention
In view of the above drawbacks of the prior art, the technical problem to be solved by the present invention is to the wooden branch of existing yurt
Support structure safety is poor, and steelframe support construction needs largely to weld, difficulty of construction is big, and the period is long, and Steel material waste is more, easily causes
Environmental pollution is unfavorable for the transport in remote location place.
To achieve the above object, the present invention provides it is a kind of can assembly construction yurt rigid-framed structure, the yurt
Rigid-framed structure includes: pottery brain component, lattice column, lattice beam, collar tie beam, wall beam, purlin, gusset plate component and bolt；
Further, the pottery brain component includes support and overhanging connecting plate；
Further, the pottery brain component includes two kinds of forms, wherein one kind is support and overhanging connection plate casting in one
The integral ring-shaped pottery brain component of body；The Pin number of the quantity of support rigid frame according to used in yurt is increased and decreased accordingly；
A kind of pottery brain component all to be assembled in advance in factory；
Further, the Pin number of rigid frame used in the yurt is 2~8；
Further, overhanging connecting plate is uniformly provided with 4 screw holes on the pottery brain；
Further, the lattice column includes 2~8 groups, every group of lattice column bilateral symmetry；
Further, every group of lattice column includes two curved C-type steels of single limb cold, and the single limb cold of two of described every group is curved
The opening direction of C-type steel is opposite；
Further, the lattice beam includes 2~8 groups, every group of lattice beam bilateral symmetry；
Further, every group of lattice beam includes two curved C-type steels of single limb cold, and the single limb cold of two of described every group is curved
The opening direction of C-type steel is opposite；
Further, every group of lattice beam is set between every group of lattice column；
Further, the setting direction of the lattice column is vertical direction, and the setting direction of lattice beam is and demand
Horizontal direction is in 10~30 degree of angles；
Further, the collar tie beam is the curved C-type steel of single limb cold, and the curved C-type steel opening direction of the list limb cold is inside；
Further, the collar tie beam is horizontally placed between adjacent two lattice columns top；
Further, the wall beam is steel band, and the wall beam is horizontally placed between adjacent two lattices column middle part；
Further, the purlin is steel band, and the purlin is horizontally placed between adjacent two lattices beam middle part；
Further, the bolt includes frictional high-strength bolts, foundation bolt；
Further, the pottery brain component is connected with the lattice beam by cantilever plate and frictional high-strength bolts
It connects；
Further, the gusset plate component include foot joint plate, column root-plate, bean column node plate, collar tie beam connecting plate,
Wall beam connecting plate and purlin connecting plate；
Further, the foot joint plate is plugged between the web lower part of every group of curved C-type steel of lattice column list limb cold,
It is connect by frictional high-strength bolts with the curved C-type steel of every group of lattice column list limb cold；
Further, the top surface of the column root-plate and foot joint board bottom face are welded, with every group of lattice column list
The bottom surface of the curved C-type steel of limb cold is in contact, and the column root-plate is connect by foundation bolt with basis；
Further, the bean column node plate includes the connected first part leaned on outward, by second inwardly
Divide and intermediate Part III；
Wherein, the first part is plugged between the web top of every group of curved C-type steel of lattice column list limb cold, and passes through
Frictional high-strength bolts are connect with every group of curved C-type steel of lattice column list limb cold；
The second part is plugged between the web tail portion of every group of curved C-type steel of lattice beam list limb cold, and passes through friction
Type high-strength bolt is connect with every group of curved C-type steel of lattice beam list limb cold；
The Part III connection first part and second part.
Further, the collar tie beam connecting plate is divided into the bending part of intermediate horizontal component and both ends；
Wherein, on the inside of the horizontal component be in contact on the outside of lattice column, intermediate and beam-to-column joint plate first part
Outside be connected；
150 degree of the bending part and by-level part angle, and connect by frictional high-strength bolts with collar tie beam；
Further, the wall beam connecting plate includes that intermediate horizontal component, vertical portion and both ends bend up part；
Wherein, on the inside of the horizontal component be in contact on the outside of lattice column；
The vertical portion is welded on the horizontal component, is plugged in the curved C-type steel of single limb cold of every group of lattice column
Between in the middle part of web, and it is connect by frictional high-strength bolts with single curved C-type steel of limb cold；
It is described to bend up part and 150 degree of horizontal component angle, and connect by frictional high-strength bolts with wall beam；
Further, the purlin connecting plate is divided into intermediate T-type part and both ends L-type part；
Wherein, it is contacted at the top of T-type part top and the double curved C-type steel edges of a wing of limb cold of every group of lattice beam, lower part plugs
Between in the middle part of the curved C-type steel web of the double limb colds of every group of lattice beam, and pass through frictional high-strength bolts and every group of lattice beam list
The curved C-type steel connection of limb cold；
L-type part top is connected with the horizontal component of the T-type part, makes L-type section lower and the T-type part
10 degree of angles are formed at top, and are connect by frictional high-strength bolts with purlin；
In better embodiment of the invention, the foot joint plate is isosceles trapezoidal structure, and middle part is uniformly provided with 4
A screw hole；
In better embodiment of the invention, the column root-plate is rectangle structure, is uniformly provided with 4 screw holes；
In better embodiment of the invention, the first part of the bean column node plate is rectangular configuration, the rectangle
4 screw holes are uniformly provided in structure；
In better embodiment of the invention, the bean column node plate second part is trapezium structure, the trapezoidal knot
4 screw holes are uniformly provided in the middle part of structure；
In better embodiment of the invention, the bean column node plate Part III is sector structure, the fan-shaped knot
The angle of structure is 80 degree；
In better embodiment of the invention, the horizontal component of the collar tie beam connecting plate is rectangular configuration；
In better embodiment of the invention, the bending part of the collar tie beam connecting plate is rectangular configuration, the rectangle
4 screw holes uniformly are opened up in the middle part of structure, are 150 degree with horizontal component angle；
In better embodiment of the invention, the vertical portion of the wall beam connecting plate is rectangular configuration, the rectangle
2 screw holes are uniformly opened up in the middle part of structure；
In better embodiment of the invention, the horizontal component of the wall beam connecting plate is rectangular configuration；
In better embodiment of the invention, the part that bends up of the wall beam connecting plate is rectangular configuration, the rectangle
2 screw holes uniformly are opened up in the middle part of structure, are 150 degree with horizontal component angle；
In better embodiment of the invention, the upper and lower part of the purlin connecting plate T-type part is rectangular configuration, institute
It states lower rectangular structure and uniformly opens up 2 screw holes；
In better embodiment of the invention, the purlin connecting plate L-type part top is triangular structure of right angle；Institute
Stating triangular structure of right angle interior angle is respectively 10 degree, 80 degree；
In better embodiment of the invention, the purlin connecting plate L-type section lower is trapezium structure, described trapezoidal
1 screw hole is opened up in the middle part of structure；
In better embodiment of the invention, the quadrangle can be trapezoidal.
Using above scheme, one kind disclosed by the invention can assembly construction yurt rigid-framed structure, have following technology
Effect:
For the yurt rigid-framed structure of this practical disclosure of the invention, it can be achieved that prefabrication is processed, on-site consolidation connection is not necessarily to weldering
It connects, greatly shortens the construction period of structure, increase economic efficiency.And material source is unrestricted, does not influence environment also not by environment
It influences, it is environmentally protective；
Yurt rigid-framed structure disclosed by the invention, for steel structure member from heavy and light, occupied area is small, transport convenience, even if
Traffic condition is limited, can also manually remove and unload and assembled easily, breach limitation of the traffic condition to remote districts, disassembly side
Just, not damaged member, can repeatedly use, adaptable, be particularly suitable for nomadic people's grassland ecological and distinctive tourism industry
Building construction；
Yurt rigid-framed structure of the invention selects double limb light gauge cold-formed steel shapes as beam column sectional dimension of members, the group
Closing section has preferably carrying compared to single limb section involved in " low layer light gauge cold-formed steel shape building construction technology regulation "
Ability and anti-seismic performance, the addition of gusset plate facilitate the connection between component, and assembly is more convenient, more save and repeat to be built into
This；
In conclusion yurt rigid-framed structure of the invention, for structural elements from heavy and light, bearing capacity is high, and it is assembled convenient to transport,
Without welding, the construction period of structure is greatly shortened, can be repeatedly used, it is adaptable, it is particularly suitable for nomadic people's grass
The building construction of original area and distinctive tourism industry.
It is described further below with reference to technical effect of the attached drawing to design of the invention, specific structure and generation, with
It is fully understood from the purpose of the present invention, feature and effect.
Detailed description of the invention
Fig. 1 be the present invention can assembly construction yurt rigid-framed structure overall effect schematic diagram；
Fig. 2 be the present invention can assembly construction yurt rigid-framed structure front view；
Fig. 3 be the present invention can assembly construction yurt rigid-framed structure side view；
Fig. 4 be the present invention can assembly construction yurt rigid-framed structure top view；
Fig. 5 is Fig. 3 side view column section 1-1 cross-sectional view of the present invention；
Fig. 6 is Fig. 3 side view column section 2-2 cross-sectional view of the present invention；
Fig. 7 be the present invention can assembly construction yurt rigid-framed structure pottery brain schematic diagram；
Fig. 8 be the present invention can assembly construction yurt rigid-framed structure bean column node plate schematic diagram；
Fig. 9 be the present invention can assembly construction yurt rigid-framed structure collar tie beam connecting plate schematic diagram；
Figure 10 be the present invention can assembly construction yurt rigid-framed structure wall beam connecting plate schematic diagram；
Figure 11 be the present invention can assembly construction yurt rigid-framed structure purlin connecting plate schematic diagram；
Figure 12 be the present invention can assembly construction yurt rigid-framed structure foot joint plate schematic diagram；
Figure 13 be the present invention can assembly construction yurt rigid-framed structure column root-plate plate schematic diagram；
In figure, 1, foundation bolt；2, column root-plate；3, foot joint plate；4, wall beam connecting plate；5, lattice column；6, it encloses
Beam connecting plate；7, bean column node plate；8, lattice beam；9, purlin connecting plate；10, pottery brain component；11, frictional high-strength bolts；
12, wall beam；13, collar tie beam；14, purlin.
Specific embodiment
Below with reference to Figure of description to it is of the invention can the yurt rigid-framed structure of assembly construction be described further, make
Its technology contents is more clear and is easy to understand.The present invention can be emerged from by many different forms, guarantor of the invention
Shield range is not limited only to the embodiment mentioned in text.
In the accompanying drawings, the identical component of structure is indicated with same numbers label, everywhere the similar component of structure or function with
Like numeral label indicates.The size and thickness of each component shown in the drawings are to be arbitrarily shown, and there is no limit by the present invention
The size and thickness of each component.Apparent in order to make to illustrate, some places suitably exaggerate the thickness of component in attached drawing.
As shown in figs. 1 to 6, yurt rigid-framed structure of the invention, including three groups of lattice columns 5 being symmetrical set,
Three groups of lattice beam 8, pottery brain components 10, collar tie beam 13, wall beam 12, purlin 14, gusset plate component, bolt being symmetrical set；
Wherein, gusset plate component include foot joint plate 3, column root-plate 2, bean column node plate 7, wall beam connecting plate 4, collar tie beam connecting plate 6,
Purlin connecting plate 9；Bolt includes foundation bolt 1, frictional high-strength bolts 11；
Every group of lattice column 5 includes two single curved C-type steels of limb cold, and the opening direction of the two curved C-type steels of single limb cold
It is reversed；Every group of lattice beam 8 includes two single curved C-type steels of limb cold, and the opening direction of the two curved C-type steels of single limb cold
On the contrary；Three groups of lattice beams 8 are set between two groups of lattice columns 5；The setting direction of lattice column 5 is vertical direction, lattice
The setting direction and horizontal direction of formula beam 8 are arranged in 10 degree of angles；
Pottery brain component 10 is to be assembled in advance in factory, and pottery brain component 10 and lattice beam 8 pass through pottery brain component 10
Cantilever plate and frictional high-strength bolts 11 are attached, and uniformly open up 4 screw holes (such as on the overhanging connecting plate for brain component 10 of making pottery
Shown in Fig. 7)；
Foot joint plate 3 is isosceles trapezoidal structure, and middle part is uniformly provided with 4 screw holes (as shown in figure 12)；Suspension column section
Contact plate 3 is plugged between the web lower part of the curved C-type steel of single limb cold of every group of lattice column 5, and passes through frictional high-strength bolts 11
It is connect with the curved C-type steel of single limb cold；
Column root-plate 2 is rectangle structure, offers 4 screw holes (as shown in figure 13), the top surface of column root-plate 2 and suspension column
The welding of 3 bottom surface of gusset plate, and be in contact with the bottom surface of the curved C-type steel of single limb cold, column root-plate 2 is connected by foundation bolt 1 and basis
It connects；
Bean column node plate 7 include be connected by outward first part, by the of second part and centre inwardly
Three parts；First part is rectangular configuration, is uniformly provided with 4 screw holes, is plugged in the curved c-type of single limb cold of every group of lattice column 5
It between the web top of steel, and is connect by frictional high-strength bolts 11 with single curved C-type steel of limb cold, second part is quadrangle knot
Structure, middle part are uniformly provided with 4 screw holes, are plugged between the web tail portion of the curved C-type steel of single limb cold of every group of lattice beam 8, and
(as shown in Figure 8) is connect with single curved C-type steel of limb cold by frictional high-strength bolts 11；
Collar tie beam connecting plate 6 includes the bending part (as shown in Figure 9) of intermediate horizontal component and both ends；Horizontal component is square
Shape structure, inside are in contact with the outside of lattice column 5, and centre is connected with the outside of beam-to-column joint plate first part, bend up portion
Be divided into rectangular configuration, and 150 degree of by-level part angle uniformly opens up 4 screw holes, and by frictional high-strength bolts 11 with
Collar tie beam 13 connects；
Wall beam connecting plate 4 includes bending up partially (as shown in Figure 10) for intermediate horizontal component, vertical portion and both ends；Water
Flat part is rectangular configuration, and inside is in contact with the outside of every group of lattice column 5, and vertical portion is rectangular configuration, is uniformly opened up
Two screw holes are plugged between the web middle part of the curved C-type steel of single limb cold of every group of lattice column 5, and pass through the high-strength spiral shell of friction-type
Bolt 11 is connect with single curved C-type steel of limb cold, is bent up part as rectangular configuration and is uniformly opened up 2 with 150 degree of by-level part angle
A screw hole is connect by frictional high-strength bolts 11 with wall beam 12；
Purlin connecting plate 9 divides the L-type part (as shown in figure 11) for intermediate T-type part and both ends；T-type part top is
Rectangle is contacted with the curved C-type steel edge of a wing top of the single limb cold of every group of lattice beam 8, and it is curved that lower part is plugged in the single limb cold of every group of lattice beam 8
Between in the middle part of C-type steel web, and it is connect by frictional high-strength bolts 11 with the single curved C-type steel of limb cold of every group of lattice beam 8, L-type
Part top is right angled triangle, and right-angle side is connected with the top of intermediate T-type part, and lower part is right-angled trapezium, uniformly opens up 1
Screw hole, bottom edge are connected with top, so that itself and T-type part top is formed 10 degree of angles, and pass through frictional high-strength bolts 11 and purlin
Item 14 connects.
In present embodiment, the period is short when yurt rigid-framed structure is constructed, and component production is quick and can realize modularization
Production, using light gauge cold-formed steel shape lightweight, manually can be achieved with loading and unloading, it is higher, with a varied topography to solve remote location, topography
The problem of building site big machinery fleet cannot be introduced into construction；Material is not affected by environment, avoid traditional yurt timber by
The even rotten situation of tide deformation, it is environmentally protective；Simultaneously light gauge cold-formed steel shape intensity high cost it is low, may be implemented it is biggish across
Degree, from welding, easy to disassemble, good economy performance.
Above to it is provided by the present invention can the yurt rigid-framed structure of assembly construction be described in detail.This embodiment party
It with the Pin number of rigid frame used in yurt is that 3 a specific example illustrates the principle and implementation of the invention in formula, with
The explanation of upper embodiment is merely used to help understand method and its core concept of the invention.It should be appreciated that this field is general
Logical technology according to the present invention can be conceived without creative work makes many modifications and variations.Therefore, all this technology necks
Technical staff under this invention's idea on the basis of existing technology can by logical analysis, reasoning, or a limited experiment in domain
It, all should be within the scope of protection determined by the claims with obtained technical solution.
Claims (10)
1. one kind can assembly construction yurt rigid-framed structure, which is characterized in that the yurt rigid-framed structure include: pottery brain group
Part, lattice column, lattice beam, collar tie beam, wall beam, purlin, gusset plate component and bolt；
Wherein, the gusset plate component includes foot joint plate, column root-plate, bean column node plate, collar tie beam connecting plate, wall beam connection
Plate, purlin connecting plate；
The bolt includes foundation bolt, frictional high-strength bolts；
The pottery brain component is attached with the lattice beam by cantilever plate and frictional high-strength bolts；
The lattice beam is set between lattice column；
The collar tie beam is horizontally placed between adjacent two lattice columns top；
Between the wall beam is horizontally placed in the middle part of adjacent two lattices column；
Between the purlin is horizontally placed in the middle part of adjacent two lattices beam.
2. yurt rigid-framed structure as described in claim 1, which is characterized in that
The pottery brain component includes support and overhanging connecting plate；Overhanging connecting plate is uniformly provided with 4 screw holes on the pottery brain；
The pottery brain component includes two kinds of forms, wherein a kind of is support and overhanging connection plate casting in the integral ring-shaped of one
Pottery brain component；The Pin number of the quantity of support rigid frame according to used in yurt is increased and decreased accordingly；One kind is all pre-
The pottery brain component first assembled in factory；
Wherein, the Pin number of rigid frame used in the yurt is 2~8.
3. yurt rigid-framed structure as described in claim 1, which is characterized in that the lattice column includes 2~8 groups, described every
Group lattice column bilateral symmetry；
Every group of lattice column includes two curved C-type steels of single limb cold, the opening side of described every group of two curved C-type steels of single limb cold
To opposite；
The lattice beam includes 2~8 groups, every group of lattice beam bilateral symmetry；
Every group of lattice beam includes two curved C-type steels of single limb cold, the opening side of described every group of two curved C-type steels of single limb cold
To opposite；
The setting direction of the lattice column is vertical direction, the setting direction of lattice beam be with desired level direction in 10~
30 degree of angles.
4. yurt rigid-framed structure as described in claim 1, which is characterized in that
The collar tie beam is the curved C-type steel of single limb cold, and the curved C-type steel opening direction of the list limb cold is inside；The wall beam and purlin are steel
Band；
The foot joint plate is plugged between the web lower part of every group of curved C-type steel of lattice column list limb cold, passes through friction-type height
Strength bolt is connect with the curved C-type steel of every group of lattice column list limb cold.
5. yurt rigid-framed structure as described in claim 1, which is characterized in that the top surface of the column root-plate and foot joint plate
Bottom surface welding, is in contact, the column root-plate passes through foundation bolt with the bottom surface of the curved C-type steel of every group of lattice column list limb cold
It is connect with basis.
6. yurt rigid-framed structure as described in claim 1, which is characterized in that the bean column node plate includes connected by outside
The first part of side, by inwardly second part and centre Part III；
Wherein, the first part is plugged between the web top of every group of curved C-type steel of lattice column list limb cold, and passes through friction
Type high-strength bolt is connect with every group of curved C-type steel of lattice column list limb cold；
The second part is plugged between the web tail portion of every group of curved C-type steel of lattice beam list limb cold, and passes through friction-type height
Strength bolt is connect with every group of curved C-type steel of lattice beam list limb cold；
The Part III is connected with the first part, second part.
7. yurt rigid-framed structure as described in claim 1, which is characterized in that the collar tie beam connecting plate is divided into intermediate horizontal part
Divide the bending part with both ends；
Wherein, on the inside of the horizontal component and outside of beam-to-column joint plate first part is welded, with every group of lattice
The outer side contacts of the curved C-type steel of column list limb cold；
The bending part and the horizontal component are in 150 degree of angles, and are connect by frictional high-strength bolts with collar tie beam end.
8. yurt rigid-framed structure as described in claim 1, which is characterized in that the wall beam connecting plate is divided into intermediate horizontal part
Point, vertical portion and both ends bend up part；
Wherein, the outside in the middle part of the inside of the horizontal component and the lattice column is in contact；
Between the vertical portion is plugged in the middle part of the web of every group of curved C-type steel of lattice column list limb cold, and pass through friction-type height
Strength bolt is connect with every group of curved C-type steel of lattice column list limb cold；
It is described to bend up part with the horizontal component in 150 degree of angles, and pass through frictional high-strength bolts and connect with wall beam end.
9. yurt rigid-framed structure as described in claim 1, which is characterized in that the purlin connecting plate is divided into intermediate T-type portion
Divide the L-type part with both ends；
Contact at the top of T-type part top and the double curved C-type steel edges of a wing of limb cold of every group of lattice beam, lower part is plugged in every group of lattice
Between in the middle part of the double curved C-type steel webs of limb cold of formula beam, and pass through frictional high-strength bolts and every group of curved C-type steel of lattice beam list limb cold
Connection；
The top of the L-type part is connected with the top of the T-type part, itself and L-type section lower is made to form 10 degree of angles.
10. yurt rigid-framed structure as described in claim 1, which is characterized in that the yurt rigid-framed structure includes three groups left
Right symmetrically arranged lattice column (5), three groups be symmetrical set lattice beams (8), pottery brain component (10), collar tie beam (13),
Wall beam (12), purlin (14), gusset plate component, bolt；Wherein, gusset plate component includes foot joint plate (3), column root-plate
(2), bean column node plate (7), collar tie beam connecting plate (6), wall beam connecting plate (4), purlin connecting plate (9)；The bolt includes lower margin
Bolt (1), frictional high-strength bolts (11)；
Every group of lattice column (5) includes two single curved C-type steels of limb cold, and the opening direction phase of the two curved C-type steels of single limb cold
Anti- setting；Every group of lattice beam (8) includes two single curved C-type steels of limb cold, and the opening direction of the two curved C-type steels of single limb cold
On the contrary；Three groups of lattice beams (8) are set between two groups of lattice columns (5)；The setting direction of lattice column (5) is vertical side
To the setting direction and horizontal direction of lattice beam (8) are arranged in 10 degree of angles；
Pottery brain component (10) is to be assembled in advance in factory, and pottery brain component (10) and lattice beam (8) pass through pottery brain component
(10) cantilever plate and frictional high-strength bolts (11) is attached, and is uniformly opened up on the overhanging connecting plate of pottery brain component (10)
4 screw holes；
Foot joint plate (3) is isosceles trapezoidal structure, and middle part is uniformly provided with 4 screw holes；Foot joint plate (3) is plugged in often
Between the web lower part of the curved C-type steel of single limb cold of group lattice column (5), and it is curved by frictional high-strength bolts (11) and single limb cold
C-type steel connection；
Column root-plate (2) is rectangle structure, offers 4 screw holes, the top surface and foot joint plate (3) bottom of column root-plate (2)
Face welding, and be in contact with the bottom surface of the curved C-type steel of single limb cold, column root-plate (2) is connect by foundation bolt (1) with basis；
Bean column node plate (7) includes the connected first part leaned on outward, by the third of second part and centre inwardly
Part；First part is rectangular configuration, is uniformly provided with 4 screw holes, is plugged in the curved c-type of single limb cold of every group of lattice column (5)
It between the web top of steel, and is connect by frictional high-strength bolts (11) with single curved C-type steel of limb cold, second part is quadrangle
Structure, middle part are uniformly provided with 4 screw holes, be plugged in the curved C-type steel of single limb cold of every group of lattice beam (8) web tail portion it
Between, and connect by frictional high-strength bolts (11) with single curved C-type steel of limb cold, Part III is 80 degree of angle sector structures, connection
First part and second part；
Collar tie beam connecting plate (6) includes the bending part of intermediate horizontal component and both ends；Horizontal component is rectangular configuration, inside with
Lattice column is in contact on the outside of (5), and centre is connected with the outside of beam-to-column joint plate first part, and bending up part is rectangle knot
Structure uniformly opens up 4 screw holes with 150 degree of by-level part angle, even by frictional high-strength bolts (11) and collar tie beam (13)
It connects；
Wall beam connecting plate (4) includes that intermediate horizontal component, vertical portion and both ends bend up part；Horizontal component is rectangle knot
Structure is in contact on the outside of inside and lattice column (5), and vertical portion is rectangular configuration, uniformly opens up two screw holes, is plugged in every
Between in the middle part of the web of the curved C-type steel of single limb cold of group lattice column (5), and it is curved by frictional high-strength bolts (11) and single limb cold
C-type steel connection, bending up part is that rectangular configuration uniformly opens up 2 screw holes, pass through friction with 150 degree of by-level part angle
Type high-strength bolt (11) is connect with wall beam (12)；
Purlin connecting plate (9) is divided into the L-type part of intermediate T-type part and both ends；T-type part top is rectangle, with every group of lattice
Contact at the top of the curved C-type steel edge of a wing of structure formula beam (8) double limb colds, lower part is plugged in every group of curved C-type steel web of the double limb colds of lattice beam (8)
It between middle part, and is connect by frictional high-strength bolts (11) with the single curved C-type steel of limb cold of every group of lattice beam (8), on L-type part
Portion is right angled triangle, and right-angle side is connected with the top of intermediate T-type part, and lower part is right-angled trapezium, opens up 1 screw hole, bottom edge
It is connected with top, so that itself and T-type part top is formed 10 degree of angles, and even by frictional high-strength bolts (11) and purlin (14)
It connects.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810893638.0A CN108978864B (en) | 2018-08-07 | 2018-08-07 | Mongolian yurt rigid frame structure capable of being assembled and built |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810893638.0A CN108978864B (en) | 2018-08-07 | 2018-08-07 | Mongolian yurt rigid frame structure capable of being assembled and built |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108978864A true CN108978864A (en) | 2018-12-11 |
| CN108978864B CN108978864B (en) | 2020-06-16 |
Family
ID=64556186
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810893638.0A Active CN108978864B (en) | 2018-08-07 | 2018-08-07 | Mongolian yurt rigid frame structure capable of being assembled and built |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108978864B (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| NL1006714C2 (en) * | 1997-08-04 | 1999-02-08 | Euro Systeem Bouw B V | Building construction used to provide temporary accommodation |
| CN202718421U (en) * | 2012-07-26 | 2013-02-06 | 葛洲坝集团第二工程有限公司 | Mongolian yurt type movable and sealed workshop |
| CN204040606U (en) * | 2014-06-27 | 2014-12-24 | 李国� | Combined type yurt skeleton |
| CN106149881A (en) * | 2016-07-20 | 2016-11-23 | 李涛 | A kind of assembled light steel house building system |
| CN207363024U (en) * | 2017-11-01 | 2018-05-15 | 内蒙古科技大学 | A kind of portal frame structure |
-
2018
- 2018-08-07 CN CN201810893638.0A patent/CN108978864B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| NL1006714C2 (en) * | 1997-08-04 | 1999-02-08 | Euro Systeem Bouw B V | Building construction used to provide temporary accommodation |
| CN202718421U (en) * | 2012-07-26 | 2013-02-06 | 葛洲坝集团第二工程有限公司 | Mongolian yurt type movable and sealed workshop |
| CN204040606U (en) * | 2014-06-27 | 2014-12-24 | 李国� | Combined type yurt skeleton |
| CN106149881A (en) * | 2016-07-20 | 2016-11-23 | 李涛 | A kind of assembled light steel house building system |
| CN207363024U (en) * | 2017-11-01 | 2018-05-15 | 内蒙古科技大学 | A kind of portal frame structure |
Also Published As
| Publication number | Publication date |
|---|---|
| CN108978864B (en) | 2020-06-16 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106088434A (en) | A kind of assembling type steel structure overlapped hollow floor system and construction method thereof | |
| KR102079008B1 (en) | E-z connecting structure for beam and column wherein the end-moment and bending resistibility are reinforced | |
| RU54969U1 (en) | METAL PILED MORTGAGE WITH CROSS-BEAM LOCATION | |
| CN205935406U (en) | House housing system and combination column that includes thereof | |
| CN204715623U (en) | Prefabricated Steel Reinforced Concrete Beams and post | |
| CN106121043A (en) | A kind of two-tube coupled column with energy-dissipating and shock-absorbing effect and construction method | |
| CN207363024U (en) | A kind of portal frame structure | |
| CN209025103U (en) | For building the pile-column foundation structure of escape truck or emergency bridge | |
| CN105821903B (en) | Frame type combined structure pipe gallery | |
| CN107503358B (en) | Modularized foundation pit steel truss supporting structure | |
| CN111622348B (en) | Prestressed self-resetting concrete truss structure and assembling method | |
| CN108978864A (en) | It is a kind of can assembly construction yurt rigid-framed structure | |
| CN112609823A (en) | Steel frame structure internally filled with energy-consuming truss and installation method thereof | |
| CN111764683A (en) | Fabricated oblique stiffening thin-wall steel plate shear wall reinforcing structure and construction method thereof | |
| CN110331797A (en) | A kind of detachable assembling type shear wall structure and assemble method with replaceable assembly | |
| CN207499149U (en) | A kind of multilayer loop girder construction system | |
| CN108755949A (en) | Assembly concrete girder and time beam connecting node and construction method | |
| CN106088755A (en) | A kind of prefabricated assembled large-scale steel structure rectangle storehouse and Rectangular Group storehouse | |
| CN109025062B (en) | Special-shaped multi-cavity steel-concrete combined column | |
| CN111364644A (en) | Assembly type inner frame shear wall structure system and construction method thereof | |
| CN207017528U (en) | A kind of prefabricated U-shaped composite beam | |
| CN205576970U (en) | Frame -type integrated configuration utility tunnel | |
| CN204510483U (en) | Be suitable for the building node component of I-shaped chord member and box-shaped steel pipe web member X-type truss | |
| CN109797853A (en) | A kind of recoverable function steel frame eccentrical braces of flange plate | |
| CN104164919A (en) | Industrial assembly type multi-layer high-rise steel structure cross-shaped self-resetting lambdoidal supporting system |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |