CN108204039A - A kind of assembled architecture truss structure - Google Patents
A kind of assembled architecture truss structure Download PDFInfo
- Publication number
- CN108204039A CN108204039A CN201810099562.4A CN201810099562A CN108204039A CN 108204039 A CN108204039 A CN 108204039A CN 201810099562 A CN201810099562 A CN 201810099562A CN 108204039 A CN108204039 A CN 108204039A
- Authority
- CN
- China
- Prior art keywords
- column
- steel
- concrete
- truss structure
- assembled architecture
- 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.)
- Pending
Links
- 229910000831 Steel Inorganic materials 0.000 claims description 59
- 239000010959 steel Substances 0.000 claims description 59
- 239000004567 concrete Substances 0.000 claims description 35
- 239000003351 stiffener Substances 0.000 claims description 9
- 239000002131 composite material Substances 0.000 claims description 3
- 239000011210 fiber-reinforced concrete Substances 0.000 claims description 3
- 239000004574 high-performance concrete Substances 0.000 claims description 3
- 239000011372 high-strength concrete Substances 0.000 claims description 3
- 239000002689 soil Substances 0.000 claims description 2
- 210000000988 bone and bone Anatomy 0.000 claims 1
- 238000000926 separation method Methods 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 10
- 238000004519 manufacturing process Methods 0.000 abstract description 3
- 238000005265 energy consumption Methods 0.000 abstract description 2
- 230000000694 effects Effects 0.000 description 3
- 239000011150 reinforced concrete Substances 0.000 description 3
- 230000021715 photosynthesis, light harvesting Effects 0.000 description 2
- 229910000975 Carbon steel Inorganic materials 0.000 description 1
- 230000003466 anti-cipated effect Effects 0.000 description 1
- 239000010962 carbon steel Substances 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000010935 stainless steel Substances 0.000 description 1
- 229910001220 stainless steel Inorganic materials 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/34—Columns; Pillars; Struts of concrete other stone-like material, with or without permanent form elements, with or without internal or external reinforcement, e.g. metal coverings
-
- 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
- E04B1/19—Three-dimensional framework structures
- E04B2001/1924—Struts specially adapted therefor
-
- 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
- E04B1/19—Three-dimensional framework structures
- E04B2001/1993—Details of framework supporting structure, e.g. posts or walls
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Rod-Shaped Construction Members (AREA)
Abstract
The invention belongs to prefabricated construction technical fields in civil engineering, and in particular to a kind of assembled architecture truss structure.Including spaced a plurality of columns, the column is mutually parallel and perpendicular to ground；The upper/lower terminal of the column is connected with floor, beam is equipped between the column and is supported in the floor lower end, support unit is additionally provided between the column and below the beam, the support unit includes a plurality of supporting members, and the supporting member is connect by connecting plate with the column.In order to make up the shortcomings of the prior art, the present invention provides a kind of high capacity, rigidity is larger, industrialization degree is high, energy consumption and anti-earthquake ductility are good, has the assembled architecture truss structure that multiple tracks is provided fortification against earthquakes and rationally failure mode, space are repaired greatly, easily.Each component of structural system carries out whole assembling at the scene after being suitble to industrialized production, part assembled, and construction quality is good, and speed of application is fast.
Description
Technical field
The invention belongs to prefabricated construction technical fields in civil engineering, and in particular to a kind of assembled architecture truss
Structure.
Background technology
For structure in the case where bearing larger vertical load and horizontal loads, the section that column often designs is very big, influences and builds
Space is built, in order to save space, if column section is designed to Special-Shaped Column, i.e. column uses T, L, cross prismatic shapes,
Column limb thickness is identical with construction wall thickness, and bearing capacity, rigidity, stability and ductility are difficult to reach requirement again.
Prefabricated construction is conducive to energy conservation and environmental protection, if directly mixed using precast reinforced concrete shear wall or steel pipe
Solidifying soil shear wall, then dead load is very big, very high to lifting machine requirement, and is unfavorable for earthquake-resistant structure and assembled in situ.Tradition
Have many structures in structure under the effects that earthquake occurs, structure fail it is anticipated that reasonable failure mode carry out, some is not
Multiple seismic-proof can be formed, so as to cause the heavy casualties of structural collapse and personnel, and building structure repairing after disruption
It is multiple difficult.
Invention content
In order to make up above-mentioned the shortcomings of the prior art, a kind of high capacity of present invention offer, rigidity are larger, industrialization
Degree is high, energy consumption and anti-earthquake ductility are good, there is multiple tracks to provide fortification against earthquakes and rationally failure mode, space are big, the dress easily repaired
Truss structure is built with formula.
The invention is realized in this way：
A kind of assembled architecture truss structure, including spaced a plurality of columns, the column is mutually parallel and hangs down
Directly in ground；The upper/lower terminal of the column is connected with floor, is equipped with beam between the column and is supported in the underfloor
It holds, support unit is additionally provided between the column and below the beam, the support unit includes a plurality of support structures
Part, the supporting member are connect by connecting plate with the column.
Further：
The supporting member includes one or both of diagonal brace, stull.It is highly preferred that the support unit is by a plurality of
Diagonal brace replaces with stull forms continuous triangular support framework.
The column is steel core concrete column, including steel pipe, pouring concrete within steel pipe.It is highly preferred that the steel pipe mixes
Ribbed stiffener is equipped in solidifying earth pillar, the ribbed stiffener is welded on the steel pipe inner wall, and along between pillar height degree using angle steel or steel plate
Every being arranged oppositely.Wherein described concrete include normal concrete, high-strength concrete, high performance concrete, steel fiber reinforced concrete,
Regenerated aggregate concrete or lightweight aggregate concrete.
For the column in structural plan turning point using special-shaped column, the special-shaped column includes L-shaped, T shapes and ten
Shaped sections set a plurality of rectangular section columns between special-shaped column.
The connecting plate is fastened by bolts with the supporting member.
The supporting member uses steel pipe, steel plate, angle steel or channel steel.
The beam uses girder steel, precast reinforced concrete beam or composite beam, and the floor uses precast floor slab or overlapping
Floor.
The invention has the advantages that：The present invention a kind of assembled architecture truss structure, widened special-shaped column and
The application category of rectangular section column, structure type is flexible, saves space, while steel are worked together with concrete, tool
There is good stress performance.In floor between adjacent upright posts multiple supporting members setting, substantially increase structural bearing capacity, anti-
Side rigidity, ductility and energy dissipation capacity reduce column cross-section size, economic and reliable, at the same have it is multiple provide fortification against earthquakes, in earthquake etc.
Under effect, support unit first destroys, and structural system has rational failure mode.After calamity can to damaged support unit into
Row dismounting and change, it is convenient and efficient.Each component of structural system carries out whole at the scene after being suitble to industrialized production, part assembled
Assembling, construction quality is good, and speed of application is fast.
Description of the drawings
The present invention is further illustrated in conjunction with the embodiments with reference to the accompanying drawings.
Fig. 1 is the structural facades figure of the present invention.
Fig. 2 is column and support unit floor map.
Fig. 3 is column and connecting plate sectional view, wherein (a), (b), (c), (d) represent not setting L-shaped, the T of ribbed stiffener respectively
Shape, cross, rectangular section column, (e), (f), (g), (h) represent to set the L-shaped of ribbed stiffener, T shapes, cross, rectangular section respectively
Column.
Specific embodiment
Shown in please referring to Fig.1 to Fig.3, a kind of assembled architecture truss structure of the invention, including steel core concrete column 1,
The steel core concrete column 1 includes steel pipe 11, the concrete 12 being filled into inside steel pipe 11, and the concrete 12 can be used commonly
Concrete, high-strength concrete, high performance concrete, steel fiber reinforced concrete, regenerated aggregate concrete or lightweight aggregate concrete.It is described
The upper/lower terminal of steel core concrete column 1 is connected with floor 3, and beam 2 is equipped between the steel core concrete column 1 and is supported in described
3 lower end of floor is equipped with support unit 4, the support unit 4 between the steel core concrete column 1 and positioned at the lower section of the beam 2
Including a plurality of supporting members, the supporting member is connect by connecting plate 5 with the steel core concrete column 1.Connecting plate 5 uses
Steel plate is welded on the column limb section thickness side of steel core concrete column 1, intermittently-arranged along pillar height degree.
The steel core concrete column 1, using special-shaped column, is cut in structural plan turning point including L-shaped, T shapes and cross
Face sets a plurality of rectangular section columns, as shown in Figures 2 and 3 between special-shaped column.Steel core concrete column 1, which has not set, to be added
Strength rib and setting ribbed stiffener form, as shown in Figure 3.Ribbed stiffener 13 is welded on 11 inside of steel pipe using angle steel or steel plate, along column
Height is continuously arranged oppositely.
The supporting member end set bolt hole identical on the connecting plate 5 and connecting plate 5 are tight using bolt 6
Gu.Support unit 4 can diagonal brace 41 and stull 42 be arranged alternately, can also setting diagonal brace 41, steel pipe, steel plate, angle steel can be used
Or channel steel.
For the beam 2 using girder steel, precast reinforced concrete beam or composite beam, the floor 3 is using precast floor slab or folds
Close floor.
Carbon steel, stainless steel or refractory steel can be used in steel pipe 11 described above, ribbed stiffener 13, supporting member, connecting plate 5.
It during construction, can be required according to lifting machine, several steel core concrete columns 1 and support unit 4 are first assembled again
It is lifted, save on-site construction time and ensures construction quality.
A kind of assembly concrete-filled steel tube column truss structure system of the present invention, has widened steel pipe concrete profiled pile and square
The application category of shape steel core concrete column, structure type is flexible, saves space, while steel and the common work of concrete
Make, there is good stress performance.In floor between adjacent steel core concrete column 1 multiple supporting members setting, greatly improve
Structural bearing capacity, anti-side rigidity, ductility and energy dissipation capacity, reduce column cross-section size, economic and reliable, while have multiple anti-
Shake is set up defences, and under the effects that earthquake, support unit 4 first destroys, and structural system has rational failure mode.It can be right after calamity
Damaged supporting member carries out dismounting and change, convenient and efficient.Each component of structural system is suitble to industrialized production, and part is assembled
Carry out whole assembling at the scene afterwards, construction quality is good, and speed of application is fast.
Although specific embodiments of the present invention have been described above, those familiar with the art should manage
Solution, our described specific embodiments are merely exemplary rather than for the restriction to the scope of the present invention, are familiar with this
The equivalent modification and variation that the technical staff in field is made in the spirit according to the present invention, should all cover the present invention's
In scope of the claimed protection.
Claims (10)
1. a kind of assembled architecture truss structure, it is characterised in that：Including spaced a plurality of columns, the column is mutual
Parallel and perpendicular to ground；The upper/lower terminal of the column is connected with floor, the floor lower end and between adjacent upright posts
It is equipped with beam, support unit successively, the support unit includes a plurality of supporting members, and the supporting member passes through connecting plate and institute
State column connection.
2. assembled architecture truss structure according to claim 1, it is characterised in that：The supporting member include diagonal brace,
One or both of stull.
3. assembled architecture truss structure according to claim 2, it is characterised in that：The support unit is by a plurality of oblique
Support replaces with stull forms continuous triangular support framework.
4. assembled architecture truss structure according to claim 1, it is characterised in that：The column is concrete filled steel tube
Column, including steel pipe, pouring concrete within steel pipe.
5. assembled architecture truss structure according to claim 4, it is characterised in that：It is equipped in the steel core concrete column
Ribbed stiffener, the ribbed stiffener are welded on the steel pipe inner wall, and be arranged oppositely along column vertical separation using angle steel or steel plate.
6. a kind of assembly concrete-filled steel tube column truss structure system according to claim 4, which is characterized in that described mixed
Solidifying soil includes normal concrete, high-strength concrete, high performance concrete, steel fiber reinforced concrete, regenerated aggregate concrete or light bone
Expect concrete.
7. assembled architecture truss structure according to claim 1, it is characterised in that：The column is transferred in structural plan
Place includes L-shaped, T shapes and star section using special-shaped column, the special-shaped column, is set between special-shaped column multiple
Several rectangular section columns.
8. assembled architecture truss structure according to claim 1, it is characterised in that：The connecting plate and the support structure
Part is fastened by bolts.
9. assembled architecture truss structure according to claim 1, it is characterised in that：The supporting member using steel pipe,
Steel plate, angle steel or channel steel.
10. assembled architecture truss structure according to claim 1, it is characterised in that：The beam is using girder steel, pre-manufactured steel
Concrete Beam Reinforced or composite beam, the floor use precast floor slab or laminated floor slab.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810099562.4A CN108204039A (en) | 2018-02-01 | 2018-02-01 | A kind of assembled architecture truss structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810099562.4A CN108204039A (en) | 2018-02-01 | 2018-02-01 | A kind of assembled architecture truss structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108204039A true CN108204039A (en) | 2018-06-26 |
Family
ID=62604983
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810099562.4A Pending CN108204039A (en) | 2018-02-01 | 2018-02-01 | A kind of assembled architecture truss structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108204039A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110374192A (en) * | 2019-08-02 | 2019-10-25 | 上海理工大学 | Orthogonal laminated wood combines high-rise Wood construction structure |
| CN111021532A (en) * | 2019-11-21 | 2020-04-17 | 江南大学 | Assembly type combined structure system and implementation method thereof |
| CN115341661A (en) * | 2022-08-29 | 2022-11-15 | 天津大学 | Assembled concrete-filled steel tube truss column, truss column assembly and construction method |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10219827A (en) * | 1997-01-31 | 1998-08-18 | V N Eng Kk | Framing structure of multistoried building |
| CN101555721A (en) * | 2009-05-06 | 2009-10-14 | 北京航空航天大学 | Multi-chamber type steel tube concrete special-shaped column |
| CN101705728A (en) * | 2009-11-16 | 2010-05-12 | 孙天明 | Wavelike steel webplate shear wall structure |
| CN102677824A (en) * | 2012-05-17 | 2012-09-19 | 天津大学 | Special-shaped composite concrete-filled steel tube column matched with spiral stirrups and making method of special-shaped composite concrete-filled steel tube column |
| CN102704593A (en) * | 2012-05-25 | 2012-10-03 | 北京工业大学 | Steel tube reinforced concrete composite column-steel beam-lattice steel support shear wall and manufacturing method |
| CN203684436U (en) * | 2014-01-15 | 2014-07-02 | 合肥工业大学 | Combined corrugation frame-shear assembly energy dissipation structural system |
| CN106049709A (en) * | 2016-07-29 | 2016-10-26 | 重庆渝发建设有限公司 | Connecting system of hybrid coupled shear wall and construction method |
| CN207905104U (en) * | 2018-02-01 | 2018-09-25 | 福建工程学院 | A kind of assembled architecture truss structure |
-
2018
- 2018-02-01 CN CN201810099562.4A patent/CN108204039A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10219827A (en) * | 1997-01-31 | 1998-08-18 | V N Eng Kk | Framing structure of multistoried building |
| CN101555721A (en) * | 2009-05-06 | 2009-10-14 | 北京航空航天大学 | Multi-chamber type steel tube concrete special-shaped column |
| CN101705728A (en) * | 2009-11-16 | 2010-05-12 | 孙天明 | Wavelike steel webplate shear wall structure |
| CN102677824A (en) * | 2012-05-17 | 2012-09-19 | 天津大学 | Special-shaped composite concrete-filled steel tube column matched with spiral stirrups and making method of special-shaped composite concrete-filled steel tube column |
| CN102704593A (en) * | 2012-05-25 | 2012-10-03 | 北京工业大学 | Steel tube reinforced concrete composite column-steel beam-lattice steel support shear wall and manufacturing method |
| CN203684436U (en) * | 2014-01-15 | 2014-07-02 | 合肥工业大学 | Combined corrugation frame-shear assembly energy dissipation structural system |
| CN106049709A (en) * | 2016-07-29 | 2016-10-26 | 重庆渝发建设有限公司 | Connecting system of hybrid coupled shear wall and construction method |
| CN207905104U (en) * | 2018-02-01 | 2018-09-25 | 福建工程学院 | A kind of assembled architecture truss structure |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110374192A (en) * | 2019-08-02 | 2019-10-25 | 上海理工大学 | Orthogonal laminated wood combines high-rise Wood construction structure |
| CN111021532A (en) * | 2019-11-21 | 2020-04-17 | 江南大学 | Assembly type combined structure system and implementation method thereof |
| CN115341661A (en) * | 2022-08-29 | 2022-11-15 | 天津大学 | Assembled concrete-filled steel tube truss column, truss column assembly and construction method |
| CN115341661B (en) * | 2022-08-29 | 2024-04-12 | 天津大学 | Assembled steel pipe concrete truss column, truss column assembly and construction method |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20180626 |