CN105926812A - Steel tube bundle composite structure composed of steel plates and hexagonal profiles - Google Patents
Steel tube bundle composite structure composed of steel plates and hexagonal profiles Download PDFInfo
- Publication number
- CN105926812A CN105926812A CN201610480220.8A CN201610480220A CN105926812A CN 105926812 A CN105926812 A CN 105926812A CN 201610480220 A CN201610480220 A CN 201610480220A CN 105926812 A CN105926812 A CN 105926812A
- Authority
- CN
- China
- Prior art keywords
- steel pipe
- limit
- section bar
- steel tube
- parallel
- 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.)
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
- E04B2/60—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal characterised by special cross-section of the elongated members
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
Abstract
The invention discloses a steel tube bundle composite structure composed of steel plates and hexagonal profiles, consisting of a steel tube bundle assembly, wherein the steel tube bundle assembly is composed of several steel tube units that are connected to one another in turn, each steel tube unit is provided with a cavity, concrete is poured in each cavity, each steel tube unit is a profile of which the cross section is a parallel hexagon, each parallel hexagon profile has an symmetric axis in a horizontal direction, each parallel hexagonal profile is composed of an upper edge, a lower edge, a left upper edge, a left lower edge, a right upper edge and a right lower edge, and in each parallel hexagonal profile, a first connection point between the left upper edge and the left lower edge is on the symmetric axis, and a second connection point between the right upper edge and the right lower edge is on the symmetric axis; upper edges of every two neighboring parallel hexagon profiles are connected with each other by means of a sealing plate in an overlapped manner to form an upper flange, lower edges of every two neighboring parallel hexagon profiles are connected with each other by means of a sealing plate to form a lower flange, and each first connection point is connected with the second connection point of the corresponding neighboring steel tube unit in a welded manner.
Description
Technical field
The present invention relates to a kind of steel pipe bundle combining structure being made up of steel plate and hexagon section bar.
Background technology
Under construction, dividing by the material of agent structure, conventional has xoncrete structure and steel construction
Two kinds.
Traditional xoncrete structure needs on-the-spot a large amount of artificial, and in constructing, timber is applied relatively
Many, waste water, airborne dust etc. are seriously polluted, do not meet the policy requirements of national energy-saving environmental protection.But it is mixed
Shear wall structure system in Xtah Crude Clay structure, while providing preferable anti-side rigidity, builds cloth
Office is flexibly.Particularly in residential structure, shear wall is relatively thin, can have with building segmenting wall body
Benefit combines, it is provided that the comfortable interior space.
Steel construction is the building system of a kind of industrialization, meet standardized designs, batch production make,
Prefabricated construction, the building industrialization standard-required of information system management.Assembled in situization construction joint
About a large amount of artificial, and construction waste material is few, energy-conserving and environment-protective.Steel column in steel structure system, girder steel,
The components such as support, manual manufacture still accounts for sizable ratio, and nodes domains structure complexity, makes
Cost is high.The steel column side of mostly being rectangular column, in house during application, there is steel column salient angle indoor, gives
Building arrangements is made troubles.
If be effectively combined with xoncrete structure by steel construction, study a kind of novel anti-side
Power component, give full play to the architectural composition of concrete shear force wall flexibly, structure steel fabrication industrialization
The advantage that degree is high, speed of application is fast, plays steel high-strength light, concrete rigidity big simultaneously
Material property advantage, to the shortcoming in current architecture configuration system, be a good solution
Scheme.
Summary of the invention
Structure manufacture in order to overcome existing lateral resistant member to exist is complicated, on-the-spot needs a large amount of people
The shortcoming such as work, constructional difficulties, the present invention provide a kind of steel using amount economy, structure manufacture simple,
Convenient and quick construction, industrialized production of being easy to, give full play to steel and concrete performance advantage,
Be conducive to saving material, reduce environmental pollution, to improve living environment, social economy's performance good
The steel pipe bundle combining structure being made up of steel plate and hexagon section bar.
The technical solution used in the present invention is:
A kind of steel pipe bundle combining structure being made up of steel plate and hexagon section bar, by steel pipe bundle assembly
Constituting, described steel pipe bundle assembly is sequentially connected with by multiple steel pipe unit and constitutes, described steel pipe
Unit has cavity, cast concrete in described cavity；It is characterized in that:
Described steel pipe unit be cross section be the section bar of parallelepiped, described parallel six limits
The section bar of shape has the symmetry axis of horizontal direction, the section bar of described parallelepiped by top,
Below, limit, upper left, left lower side, top right-hand side and limit, bottom right composition, described limit, upper left and lower-left
The first tie point between limit is positioned on described symmetry axis, described top right-hand side and limit, bottom right it
Between the second tie point be positioned on described symmetry axis；The section bar of adjacent parallelepiped upper
Between limit by shrouding overlap joint formed top flange, the section bar of adjacent parallelepiped following it
Between form lower flange by shrouding overlap joint, the two ends of described shrouding are existed by rivet interlacement respectively
Top or below on, the first described tie point is connected spot welding with the second of adjacent steel pipe unit
Connect；
Described top right-hand side encloses shape with limit, upper left and the described shrouding of adjacent steel pipe unit
Becoming wire casing, described limit, bottom right encloses with the left lower side of adjacent steel pipe unit and described shrouding
Form wire casing；
Described top flange is all parallel with described symmetry axis with lower flange；Described parallel six limits
The limit, upper left of the section bar of shape, left lower side, top right-hand side and limit, bottom right are collectively forming top flange and bottom wing
Web between edge；
On putting down on described bottom and upper segment, parallel shows multiple section respectively is V-shaped
Die mould, the die mould of multiple V-shaped all concaves towards the inner chamber of steel pipe unit, the V on upper and lower limit
The die mould one_to_one corresponding of font.
Further, rivet interlacement is passed through respectively in top flange and lower flange in the two ends of described shrouding
On.
Further, the first described tie point and the second tie point are face contact.
Further, described concrete can be normal concrete, high-strength concrete, lightweight aggregate
Concrete or self-compacting concrete.
Beneficial effects of the present invention is embodied in:
1, welded by contact surface between hexagon steel pipe, simultaneously by rivet rivet clasp, reduce
Welding capacity, promotes steel pipe bundle intensity；
2, triangle space can be used to drawing-in wire, it is simple to circuit arranged by finishing；
3, during hexagon steel pipe rolling, die mould bending can improve the axial strength of steel pipe bundle；
4, the angle that hexagon steel pipe contact surface is formed is conducive to welding, and appearance of weld is attractive in appearance；
5, in steel pipe bundle combining structure component, steel pipe bundle batch production makes, and assembled in situ is executed
Work, the concrete that inside pours is an entirety, pours conveniently, is not required to formwork；
6, all process steps that steel pipe bundle combining structure component produces uses industrial equipment, produces
Speed is fast, reliable product quality, and a large amount of savings are artificial；
7, steel pipe bundle combining structure component is both as vertical supporting member, again as lateral resisting structure
Part.Thickness of wall body is relatively thin, arranges in conjunction with building partition, and the interior space divides flexibly.
Accompanying drawing explanation
Fig. 1 is steel pipe bundle schematic cross-section of the present invention.
Detailed description of the invention
Reference Fig. 1, a kind of steel pipe bundle combining structure being made up of steel plate and hexagon section bar, by
Steel pipe bundle assembly is constituted, and described steel pipe bundle assembly is sequentially connected with by multiple steel pipe unit and constitutes,
Described steel pipe unit has cavity, cast concrete in described cavity；
Described steel pipe unit be cross section be the section bar 1 of parallelepiped, described parallel six
The section bar 1 of limit shape has the symmetry axis of horizontal direction, the section bar 1 of described parallelepiped by
Top 11, following 12, limit, upper left 13, left lower side 14, top right-hand side 15 and 16 groups of limit, bottom right
Becoming, the first tie point 17 between described limit, upper left 13 and left lower side 14 is positioned at described
On symmetry axis, the second tie point 18 between described top right-hand side 15 and limit, bottom right 16 is positioned at
On described symmetry axis；By envelope between the top 11 of the section bar 1 of adjacent parallelepiped
Plate 2 overlap joint forms top flange, logical between following the 12 of the section bar 1 of adjacent parallelepiped
Crossing shrouding 2 overlap joint and form lower flange, the two ends of described shrouding are connected to by rivet 3 respectively
Top or below on, the second tie point of the first described tie point 17 and adjacent steel pipe unit
18 welding；
The limit, upper left 13 of described top right-hand side 15 and adjacent steel pipe unit and described shrouding 2
Enclose the upper wire casing of formation, the left lower side 14 of described limit, bottom right 16 and adjacent steel pipe unit and
Described shrouding 2 encloses formation inserting slot；
Described top flange is all parallel with described symmetry axis with lower flange；Described parallel six limits
The limit, upper left 13 of the section bar 1 of shape, left lower side 14, the common shape of top right-hand side 15 and limit, bottom right 16
Become the web between top flange and lower flange；
On putting down on described bottom and upper segment, parallel shows multiple section respectively is V-shaped
Die mould 19, the die mould 19 of multiple V-shaped all concaves towards the inner chamber of steel pipe unit, on upper and lower limit
The die mould one_to_one corresponding of V-shaped.
Further, rivet interlacement is passed through respectively at top flange and bottom wing in the two ends of described shrouding 2
On edge.Further, the first described tie point 17 contacts with the second tie point 18 plane.
Further, described concrete can be normal concrete, high-strength concrete, lightweight aggregate
Concrete or self-compacting concrete.
Content described in this specification embodiment is only the row of the way of realization to inventive concept
Lifting, protection scope of the present invention is not construed as being only limitted to the concrete shape that embodiment is stated
Formula, protection scope of the present invention also and is caned according to present inventive concept in those skilled in the art
The equivalent technologies means expected.
Claims (4)
1. the steel pipe bundle combining structure being made up of steel plate and hexagon section bar, by steel pipe bundle
Assembly is constituted, and described steel pipe bundle assembly is sequentially connected with by multiple steel pipe unit and constitutes, described
Steel pipe unit has cavity, cast concrete in described cavity；It is characterized in that:
Described steel pipe unit be cross section be the section bar of parallelepiped, described parallel six limits
The section bar of shape has the symmetry axis of horizontal direction, the section bar of described parallelepiped by top,
Below, limit, upper left, left lower side, top right-hand side and limit, bottom right composition, described limit, upper left and lower-left
The first tie point between limit is positioned on described symmetry axis, described top right-hand side and limit, bottom right it
Between the second tie point be positioned on described symmetry axis；The section bar of adjacent parallelepiped upper
Between limit by shrouding overlap joint formed top flange, the section bar of adjacent parallelepiped following it
Between form lower flange by shrouding overlap joint, the two ends of described shrouding are existed by rivet interlacement respectively
Top or below on, the first described tie point is connected spot welding with the second of adjacent steel pipe unit
Connect；
Described top right-hand side encloses shape with limit, upper left and the described shrouding of adjacent steel pipe unit
Wire casing on one-tenth, described limit, bottom right is enclosed with the left lower side of adjacent steel pipe unit and described shrouding
Close and form inserting slot；
Described top flange is all parallel with described symmetry axis with lower flange；Described parallel six limits
The limit, upper left of the section bar of shape, left lower side, top right-hand side and limit, bottom right are collectively forming top flange and bottom wing
Web between edge；
On described bottom and upper segment, parallel shows the die mould that multiple section is V-shaped respectively,
The die mould of multiple V-shaped all concaves towards the inner chamber of steel pipe unit, the V-shaped on upper and lower limit
Die mould one_to_one corresponding.
A kind of steel pipe bundle being made up of steel plate and hexagon section bar
Combining structure, it is characterised in that: rivet interlacement is passed through respectively at upper limb in the two ends of described shrouding
On edge and lower flange.
A kind of steel pipe bundle being made up of steel plate and hexagon section bar
Combining structure, it is characterised in that: the first described tie point and the second tie point are face contact.
A kind of steel pipe bundle being made up of steel plate and hexagon section bar
Combining structure, it is characterised in that: described concrete can be normal concrete, high-strength coagulation
Soil, lightweight aggregate concrete or self-compacting concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610480220.8A CN105926812A (en) | 2016-06-23 | 2016-06-23 | Steel tube bundle composite structure composed of steel plates and hexagonal profiles |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610480220.8A CN105926812A (en) | 2016-06-23 | 2016-06-23 | Steel tube bundle composite structure composed of steel plates and hexagonal profiles |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105926812A true CN105926812A (en) | 2016-09-07 |
Family
ID=56829036
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610480220.8A Pending CN105926812A (en) | 2016-06-23 | 2016-06-23 | Steel tube bundle composite structure composed of steel plates and hexagonal profiles |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105926812A (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5765331A (en) * | 1994-05-20 | 1998-06-16 | Chang; Fu-Chuan | Light weight wall structure for use in buildings with a protection plate |
| CN102296725A (en) * | 2011-06-01 | 2011-12-28 | 西安建筑科技大学 | Honeycombed section steel plate shear wall |
| CN103967197A (en) * | 2014-03-31 | 2014-08-06 | 浙江杭萧钢构股份有限公司 | Steel tube bundle combination structure provided with X-shaped web plates |
| CN203808289U (en) * | 2014-02-24 | 2014-09-03 | 河北杭萧钢构有限公司 | Steel tube bundle composite structured shear wall with grooved ribs |
| CN104120824A (en) * | 2014-07-28 | 2014-10-29 | 陕西昊兴房屋工程有限公司 | Profiled steel sheet composite board as well as roofing board, floor board or wall panel with composite boards |
| CN205840053U (en) * | 2016-06-23 | 2016-12-28 | 杭萧钢构股份有限公司 | A kind of steel pipe bundle combinative structure being made up of steel plate and hexagon section bar |
-
2016
- 2016-06-23 CN CN201610480220.8A patent/CN105926812A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5765331A (en) * | 1994-05-20 | 1998-06-16 | Chang; Fu-Chuan | Light weight wall structure for use in buildings with a protection plate |
| CN102296725A (en) * | 2011-06-01 | 2011-12-28 | 西安建筑科技大学 | Honeycombed section steel plate shear wall |
| CN203808289U (en) * | 2014-02-24 | 2014-09-03 | 河北杭萧钢构有限公司 | Steel tube bundle composite structured shear wall with grooved ribs |
| CN103967197A (en) * | 2014-03-31 | 2014-08-06 | 浙江杭萧钢构股份有限公司 | Steel tube bundle combination structure provided with X-shaped web plates |
| CN104120824A (en) * | 2014-07-28 | 2014-10-29 | 陕西昊兴房屋工程有限公司 | Profiled steel sheet composite board as well as roofing board, floor board or wall panel with composite boards |
| CN205840053U (en) * | 2016-06-23 | 2016-12-28 | 杭萧钢构股份有限公司 | A kind of steel pipe bundle combinative structure being made up of steel plate and hexagon section bar |
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| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20160907 |
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