CN103850391A - Linear steel tube bundle composite structure - Google Patents
Linear steel tube bundle composite structure Download PDFInfo
- Publication number
- CN103850391A CN103850391A CN201410017182.3A CN201410017182A CN103850391A CN 103850391 A CN103850391 A CN 103850391A CN 201410017182 A CN201410017182 A CN 201410017182A CN 103850391 A CN103850391 A CN 103850391A
- Authority
- CN
- China
- Prior art keywords
- steel pipe
- wing
- edge
- web
- unit
- 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
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/43—Floor structures of extraordinary design; Features relating to the elastic stability; Floor structures specially designed for resting on columns only, e.g. mushroom floors
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/17—Floor structures partly formed in situ
- E04B5/23—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated
- E04B5/29—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated the prefabricated parts of the beams consisting wholly of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/29—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
- E04C3/293—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures the materials being steel and concrete
-
- 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
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
- E04C5/0645—Shear reinforcements, e.g. shearheads for floor slabs
Abstract
The invention discloses a linear steel tube bundle composite structure. The linear steel tube bundle composite structure comprises a linear steel tube bundle assembly, wherein the linear steel tube bundle assembly comprises a plurality of steel tube units which are connected in sequence; cavities are formed in the steel tube units; concrete is poured into the cavities; studs are arranged on the side walls of the cavities; through holes are formed in partition plates between adjacent steel tube units. In the steel tube bundle composite structure, steel tube bundles are manufactured in factories and constructed by assembling in the field; the concrete poured in the steel tube bundles is integrated and conveniently poured without a support mold; the steel tube bundles and the concrete work synergistically through the studs; the linear steel tube bundle composite structure is reliable in composite function and high in bending resistance, compression resistance and shear capacity; industrial devices are used in all the processes for producing components of the steel tube bundle composite structure, so that the steel tube bundle composite structure is high in production speed and high in quality of products; meanwhile, a large quantity of labor is saved.
Description
Technical field
The present invention relates to a kind of yi word pattern steel pipe bundle combining structure.
Background technology
Under construction, divide by the material of agent structure, conventional have two kinds of concrete structure and steel work.
Traditional concrete structure needs on-the-spot a large amount of artificial, and in construction, timber application is more, and waste water, airborne dust etc. are seriously polluted, do not meet the policy requirements of national energy-saving environmental protection.But the shear wall structure system in concrete structure, when better anti-side rigidity is provided, architectural composition is flexible.Particularly, in residential structure, shear wall is thinner, can useful combination with building segmenting wall body, the comfortable interior space is provided.
Steel work is a kind of building system of industrialization, meets the industrialization of construction industry standard-required of standardized designs, batch production making, prefabricated construction, information system management.Site assemblyization construction is saved a large amount of artificial, and construction waste material is few, energy-conserving and environment-protective.The members such as steel column in steel structure system, girder steel, support, manual manufacture still accounts for sizable ratio, and nodes domains complex structure, and cost of manufacture is high.The steel column side of mostly being rectangular column, while application in house, indoor have a steel column salient angle, arranges to building and make troubles.
If steel work and concrete structure are effectively combined, study a kind of novel lateral resistant member, give full play to the advantage that architectural composition is flexible, structure steel fabrication industrialization degree is high, speed of application is fast of concrete shear force wall, bring into play steel high-strength light, material property advantage that concrete rigidity is large simultaneously, to the shortcoming in current architecture configuration system, it is a good solution.
Summary of the invention
In order to overcome structure manufacture complexity that existing lateral resistant member exists, the on-the-spot shortcomings such as a large amount of artificial, constructional difficulties that need, the invention provides that a kind of steel using amount economy, structure manufacture are simple, convenient and quick construction, be convenient to suitability for industrialized production, give full play to steel and concrete performance advantage, be conducive to save material, reduce environment pollution, improve dwelling environment, yi word pattern steel pipe bundle combining structure that social economy's performance is good.
The technical solution used in the present invention is:
A kind of yi word pattern steel pipe bundle combining structure, is characterized in that: the steel pipe bundle assembly by linearity forms, the steel pipe bundle assembly of described linearity is connected and composed successively by multiple steel pipes unit; Described steel pipe unit has cavity, fluid concrete in described cavity.
Further, on the sidewall of described cavity, be provided with peg.
Further, on the dividing plate between adjacent steel pipe unit, through hole is set.
Further, the steel pipe that described steel pipe unit is U font by cross section is spliced, and the U font opening part of each steel pipe unit splices the bending bottom of the U font of previous steel pipe;
The openend of the U font of the steel pipe unit of front end seals welding or box-type member sealing welding by steel plate, the steel pipe unit of rear end is by two side plates and base plate sealing welding or welded the dividing plate between the bending part formation adjacent steel pipe unit of the steel pipe of described U font by the steel pipe sealing of U font.
Or described steel pipe unit is that T-shaped section bar is spliced to form by cross section; Described T-shaped section bar comprises first edge of a wing and is vertically set on the first web of the first edge of a wing one side, first edge of a wing that is distributed in the first web both sides is respectively second edge of a wing and the 3rd edge of a wing, the afterbody bending of the first described web with the pintle parallel with the first described edge of a wing; Adjacent T-shaped section bar is put upside down setting in the relative mode of the first web, and the pintle of the first web of each section bar is connected with the weld seam on first edge of a wing of two section bars that arrange in the same way of opposite side with lead-in as welding; The 3rd edge of a wing of second edge of a wing of last section bar, a rear section bar, the first web of front and back two section bars enclose steel pipe unit jointly;
The T-shaped section bar of the steel pipe unit of front end is by a side plate and steel plate sealing welding, and the steel pipe unit of rear end is by a side plate and base plate sealing welding; The first described web forms the dividing plate between adjacent steel pipe unit.
Or, the section bar that described steel pipe unit is T font by cross section is spliced to form, the section bar of described T font comprises the 4th edge of a wing and the second web that is vertically set on the 4th edge of a wing one side, and the 4th edge of a wing that is distributed in the second web both sides is respectively the 5th edge of a wing and the 6th edge of a wing; The section bar of adjacent T font is put upside down setting in the relative mode of the second web, and the tail end of the second web of each section bar is connected with the weld seam on the 4th edge of a wing of two section bars that arrange in the same way of opposite side; The 6th edge of a wing of the 5th edge of a wing of last section bar, a rear section bar, the second web of front and back two section bars enclose steel pipe unit jointly;
The section bar of the T font of the steel pipe unit of front end is by a side plate and steel plate sealing welding, and the steel pipe unit of rear end is by a side plate and base plate sealing welding; The second described web forms the dividing plate between adjacent steel pipe unit.
Or described steel pipe unit is spliced to form by first module and second unit, described first module comprises the 7th edge of a wing, the 8th edge of a wing that are oppositely arranged, is connected with the 3rd web and the 4th web between the 7th edge of a wing, the 8th edge of a wing; Described second unit comprises the 9th edge of a wing, the tenth edge of a wing that are oppositely arranged, and the 9th edge of a wing connects the 7th edge of a wing, and the tenth edge of a wing connects the 8th edge of a wing;
The steel pipe unit of front end is by steel plate sealing welding, and the steel pipe unit of rear end is by base plate sealing welding or by first module sealing welding; The 3rd described web and the 4th web form the dividing plate between adjacent steel pipe unit.
Or, described steel pipe unit is made up of Unit the 3rd and the 4th unit spliced, described Unit the 3rd comprises the 11 edge of a wing and the 12 edge of a wing that are oppositely arranged, described Unit the 4th is square steel tube, one side of the 11 described edge of a wing overlap joint square steel tube, another side of the 12 edge of a wing overlap joint square steel tube;
The steel pipe unit of end adopts Unit the 3rd of Unit the 4th or strap end portion shrouding; The side of described square steel tube forms the dividing plate between adjacent steel pipe unit.
Or, described steel pipe unit is separated and is formed between the parallel continuous edge of a wing and the splicing edge of a wing by the 5th J-shaped web, the head of the 5th described web is vertically welded on the continuous edge of a wing, the afterbody of the 5th described web is with the pintle parallel with the splicing edge of a wing with the continuous edge of a wing, and described pintle is connected on the weld seam on the contiguous concatenation edge of a wing;
The steel pipe unit of front end is by steel plate sealing welding, and the steel pipe unit of rear end is by base plate sealing welding; The 5th described web forms the dividing plate between adjacent steel pipe unit.
In the present invention, described concrete can be ordinary concrete, high-strength concrete, light weight aggregate concrete or self-compacting concrete.
Beneficial effect of the present invention is embodied in:
1,, in steel pipe bundle combining structure member, steel pipe bundle batch production is made, site assemblyization construction, and the concrete that build inside is an entirety, builds conveniently, does not need formwork;
2, steel pipe bundle and concrete are by peg collaborative work, and compound action is reliable, and bending resistance, resistance to compression and shear resistant capacity are high;
3, all process steps that steel pipe bundle combining structure member is produced adopts industrial equipment, and speed of production is fast, reliable product quality, a large amount of saving manually;
4, steel pipe bundle combining structure member is both as vertical supporting member, again as lateral resistant member.Thickness of wall body is thinner, arranges in conjunction with building partition, and the interior space is divided flexibly.
Accompanying drawing explanation
Fig. 1 is yi word pattern steel pipe bundle combining structure member integrated sectional view.
Fig. 2 a is that cross section is the steel pipe bundle cross-sectional view A that the steel pipe of U font is spliced.
Fig. 2 b is that cross section is the steel pipe bundle cross-sectional view B that the steel pipe of U font is spliced.
Fig. 2 c is that cross section is the steel pipe bundle cross-sectional view C that the steel pipe of U font is spliced.
Fig. 3 a is to be the steel pipe bundle sectional view that T-shaped section bar is spliced to form by cross section.
Fig. 3 b is T-shaped profile structure schematic diagram.
Fig. 4 is that cross section is the steel pipe bundle sectional view that the section bar of T font is spliced to form.
Fig. 5 a is the steel pipe bundle sectional view being spliced to form by first module and second unit.
Fig. 5 b is the another kind of form schematic diagram of the steel pipe bundle sectional view that is spliced to form by first module and second unit.
Fig. 6 a is the steel pipe bundle sectional view being made up of Unit the 3rd and the 4th unit spliced.
Fig. 6 b is the another kind of form schematic diagram of the steel pipe bundle sectional view that is made up of Unit the 3rd and the 4th unit spliced.
Fig. 7 separates the steel pipe bundle sectional view forming by the 5th J-shaped web between the parallel continuous edge of a wing and the splicing edge of a wing.
The specific embodiment
Referring to figs. 1 through Fig. 7, a kind of yi word pattern steel pipe bundle combining structure, is made up of the steel pipe bundle assembly 1 of linearity, and the steel pipe bundle assembly 1 of described linearity is connected and composed successively by multiple steel pipes unit 17; Described steel pipe unit 17 has cavity, fluid concrete 2 in described cavity.
Further, on the sidewall of described cavity, be provided with peg 3.
Further, on the dividing plate between adjacent steel pipe unit 17, through hole is set.
Further, the steel pipe 5 that described steel pipe unit 17 is U font by cross section is spliced, and the U font opening part of each steel pipe unit splices the bending bottom of the U font of previous steel pipe;
The openend of the U font of the steel pipe unit of front end is by steel plate 6 sealing welding or box-type member 18 sealing welding, the steel pipe unit of rear end is sealed welding or is sealed welding by the steel pipe 5 of U font by two side plates 7 and base plate 4, and the bending part of the steel pipe 5 of described U font forms the dividing plate between adjacent steel pipe unit.
Or described steel pipe unit 17 is that T-shaped section bar 8 is spliced to form by cross section; Described T-shaped section bar 8 comprises first edge of a wing and is vertically set on the first web 83 of the first edge of a wing one side, first edge of a wing that is distributed in the first web both sides is respectively second edge of a wing 81 and the 3rd edge of a wing 82, the afterbody bending of the first described web 83 with the pintle parallel with the first described edge of a wing; Adjacent T-shaped section bar is put upside down setting in the relative mode of the first web 83, and the pintle of the first web of each section bar is connected with the weld seam on first edge of a wing of two section bars that arrange in the same way of opposite side with lead-in as welding; The 3rd edge of a wing 82 of second edge of a wing 81 of last section bar, a rear section bar, the first web 83 of front and back two section bars enclose steel pipe unit jointly;
The T-shaped section bar of the steel pipe unit of front end seals welding by a side plate 7 and steel plate 6, and the steel pipe unit of rear end seals welding by a side plate 7 and base plate 4; The first described web 83 forms the dividing plate between adjacent steel pipe unit.
Or, the section bar 9 that described steel pipe unit 17 is T font by cross section is spliced to form, the section bar 9 of described T font comprises the 4th edge of a wing and the second web 93 that is vertically set on the 4th edge of a wing one side, and the 4th edge of a wing that is distributed in the second web both sides is respectively the 5th edge of a wing 91 and the 6th edge of a wing 92; The section bar 9 of adjacent T font is put upside down setting in the relative mode of the second web 93, and the tail end of the second web 93 of each section bar is connected with the weld seam on the 4th edge of a wing of two section bars that arrange in the same way of opposite side; The 6th edge of a wing 92 of the 5th edge of a wing 91 of last section bar, a rear section bar, the second web 93 of front and back two section bars enclose steel pipe unit jointly;
The section bar of the T font of the steel pipe unit of front end seals welding by a side plate 7 and steel plate 6, and the steel pipe unit of rear end seals welding by a side plate 7 and base plate 4; The second described web 93 forms the dividing plate between adjacent steel pipe unit.
Or, described steel pipe unit 17 is spliced to form by first module 11 and second unit 10, described first module 11 comprises between the 7th edge of a wing 111 that is oppositely arranged, 112, the seven edges of a wing 111, the 8th edge of a wing, the 8th edge of a wing 112 and is connected with the 3rd web 113 and the 4th web 114; Described second unit 10 comprises that the 9th edge of a wing 101,102, the nine edges of a wing 101, the tenth edge of a wing that are oppositely arranged connect 111, the ten edges of a wing 102, the 7th edge of a wing and connect the 8th edge of a wing 112;
The steel pipe unit of front end seals welding by steel plate 6, and the steel pipe unit of rear end is sealed welding or sealed welding by first module 11 by base plate 4; Described the 3rd web 113 and the 4th web 114 form the dividing plate between adjacent steel pipe unit.
Or, described steel pipe unit 17 is spliced to form by the 3rd unit 12 and the 4th unit 13, the 3rd described unit 12 comprises the 121 and the 12 edge of a wing 122, the 11 edge of a wing being oppositely arranged, the 4th described unit 13 is square steel tubes, the 11 described edge of a wing 121 overlaps the upper end of the side of square steel tube, and the 12 edge of a wing 122 overlaps the lower end of the side of square steel tube;
The steel pipe unit of end adopts Unit the 3rd of the 4th unit 13 or strap end portion shrouding 19; The side of described square steel tube forms the dividing plate between adjacent steel pipe unit.
Or, described steel pipe unit 17 is separated and is formed between the parallel continuous edge of a wing 15 and the splicing edge of a wing 16 by the 5th J-shaped web 14, the head of the 5th described web 14 is vertically welded on the continuous edge of a wing 15, the afterbody of the 5th described web 14 is with the pintle parallel with the splicing edge of a wing 16 with the continuous edge of a wing 15, and described pintle is connected on the weld seam on the contiguous concatenation edge of a wing 16;
The steel pipe unit of front end seals welding by steel plate 6, and the steel pipe unit of rear end seals welding by base plate 4; The 5th described web 14 forms the dividing plate between adjacent steel pipe unit.
In the present invention, described concrete 2 can be ordinary concrete, high-strength concrete, light weight aggregate concrete or self-compacting concrete.
Content described in this manual embodiment is only enumerating of way of realization to inventive concept; protection scope of the present invention should not be regarded as only limiting to the concrete form that embodiment states, protection scope of the present invention also and conceive the equivalent technologies means that can expect according to the present invention in those skilled in the art.
Claims (9)
1. a yi word pattern steel pipe bundle combining structure, is characterized in that: the steel pipe bundle assembly by linearity forms, and the steel pipe bundle assembly of described linearity is connected and composed successively by multiple steel pipes unit; Described steel pipe unit has cavity, fluid concrete in described cavity.
2. a kind of yi word pattern steel pipe bundle combining structure as claimed in claim 1, is characterized in that: on the sidewall of described cavity, be provided with peg.
3. a kind of yi word pattern steel pipe bundle combining structure as claimed in claim 1, is characterized in that: on the dividing plate between adjacent steel pipe unit, through hole is set.
4. a kind of yi word pattern steel pipe bundle combining structure as described in one of claim 1～3, it is characterized in that: the steel pipe that described steel pipe unit is U font by cross section is spliced, the U font opening part of each steel pipe unit splices the bending bottom of the U font of previous steel pipe;
The openend of the U font of the steel pipe unit of front end seals welding or box-type member sealing welding by steel plate, the steel pipe unit of rear end is by two side plates and base plate sealing welding or welded the dividing plate between the bending part formation adjacent steel pipe unit of the steel pipe of described U font by the steel pipe sealing of U font.
5. a kind of yi word pattern steel pipe bundle combining structure as described in one of claim 1～3, is characterized in that: described steel pipe unit is that T-shaped section bar is spliced to form by cross section; Described T-shaped section bar comprises first edge of a wing and is vertically set on the first web of the first edge of a wing one side, first edge of a wing that is distributed in the first web both sides is respectively second edge of a wing and the 3rd edge of a wing, the afterbody bending of the first described web with the pintle parallel with the first described edge of a wing; Adjacent T-shaped section bar is put upside down setting in the relative mode of the first web, and the pintle of the first web of each section bar is connected with the weld seam on first edge of a wing of two section bars that arrange in the same way of opposite side; The 3rd edge of a wing of second edge of a wing of last section bar, a rear section bar, the first web of front and back two section bars enclose steel pipe unit jointly;
The T-shaped section bar of the steel pipe unit of front end is by a side plate and steel plate sealing welding, and the steel pipe unit of rear end is by a side plate and base plate sealing welding; The first described web forms the dividing plate between adjacent steel pipe unit.
6. a kind of yi word pattern steel pipe bundle combining structure as described in one of claim 1～3, it is characterized in that: the section bar that described steel pipe unit is T font by cross section is spliced to form, the section bar of described T font comprises the 4th edge of a wing and the second web that is vertically set on the 4th edge of a wing one side, and the 4th edge of a wing that is distributed in the second web both sides is respectively the 5th edge of a wing and the 6th edge of a wing; The section bar of adjacent T font is put upside down setting in the relative mode of the second web, and the tail end of the second web of each section bar is connected with the weld seam on the 4th edge of a wing of two section bars that arrange in the same way of opposite side; The 6th edge of a wing of the 5th edge of a wing of last section bar, a rear section bar, the second web of front and back two section bars enclose steel pipe unit jointly;
The section bar of the T font of the steel pipe unit of front end is by a side plate and steel plate sealing welding, and the steel pipe unit of rear end is by a side plate and base plate sealing welding; The second described web forms the dividing plate between adjacent steel pipe unit.
7. a kind of yi word pattern steel pipe bundle combining structure as described in one of claim 1～3, it is characterized in that: described steel pipe unit is spliced to form by first module and second unit, described first module comprises the 7th edge of a wing, the 8th edge of a wing that are oppositely arranged, is connected with the 3rd web and the 4th web between the 7th edge of a wing, the 8th edge of a wing; Described second unit comprises the 9th edge of a wing, the tenth edge of a wing that are oppositely arranged, and the 9th edge of a wing connects the 7th edge of a wing, and the tenth edge of a wing connects the 8th edge of a wing;
The steel pipe unit of front end is by steel plate sealing welding, and the steel pipe unit of rear end is by base plate sealing welding or by first module sealing welding; The 3rd described web and the 4th web form the dividing plate between adjacent steel pipe unit.
8. a kind of yi word pattern steel pipe bundle combining structure as described in one of claim 1～3, it is characterized in that: described steel pipe unit is made up of Unit the 3rd and the 4th unit spliced, described Unit the 3rd comprises the 11 edge of a wing and the 12 edge of a wing that are oppositely arranged, described Unit the 4th is square steel tube, the upper end of the side of the 11 described edge of a wing overlap joint square steel tube, the lower end of the side of the 12 edge of a wing overlap joint square steel tube;
The steel pipe unit of end adopts Unit the 3rd of Unit the 4th or strap end portion shrouding; The side of described square steel tube forms the dividing plate between adjacent steel pipe unit.
9. a kind of yi word pattern steel pipe bundle combining structure as described in one of claim 1～3, it is characterized in that: described steel pipe unit is separated and formed between the parallel continuous edge of a wing and the splicing edge of a wing by the 5th J-shaped web, the head of the 5th described web is vertically welded on the continuous edge of a wing, the afterbody of the 5th described web is with the pintle parallel with the splicing edge of a wing with the continuous edge of a wing, and described pintle is connected on the weld seam on the contiguous concatenation edge of a wing;
The steel pipe unit of front end is by steel plate sealing welding, and the steel pipe unit of rear end is by base plate sealing welding; The 5th described web forms the dividing plate between adjacent steel pipe unit.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410017182.3A CN103850391A (en) | 2014-01-15 | 2014-01-15 | Linear steel tube bundle composite structure |
| PCT/CN2014/071617 WO2015106469A1 (en) | 2014-01-15 | 2014-01-28 | I-shaped steel pipe bundle composite structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410017182.3A CN103850391A (en) | 2014-01-15 | 2014-01-15 | Linear steel tube bundle composite structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN103850391A true CN103850391A (en) | 2014-06-11 |
Family
ID=50858501
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410017182.3A Pending CN103850391A (en) | 2014-01-15 | 2014-01-15 | Linear steel tube bundle composite structure |
Country Status (2)
| Country | Link |
|---|---|
| CN (1) | CN103850391A (en) |
| WO (1) | WO2015106469A1 (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104400430A (en) * | 2014-10-22 | 2015-03-11 | 浙江杭萧钢构股份有限公司 | Automatic production process and device of steel pipe bundle combined structural component |
| CN105822020A (en) * | 2016-05-20 | 2016-08-03 | 西安建筑科技大学 | Multi-cavity concrete filled steel tube combined column with C-type steel and manufacturing method |
| CN105839853A (en) * | 2016-05-20 | 2016-08-10 | 西安建筑科技大学 | Multi-cavity steel pipe concrete composite column with rectangular steel pipe end column and method |
| CN105839777A (en) * | 2016-03-31 | 2016-08-10 | 初明进 | Line-shaped steel-concrete composite structure member |
| CN105839847A (en) * | 2016-03-31 | 2016-08-10 | 初明进 | Beeline-shaped steel member |
| CN106013607A (en) * | 2016-05-20 | 2016-10-12 | 西安建筑科技大学 | Multi-cavity concrete-filled steel pipe combination column with stiffening ribs and manufacturing method |
| CN114411975A (en) * | 2022-02-13 | 2022-04-29 | 重庆交通大学 | Composite bolt shear key structure |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20030029111A1 (en) * | 2001-08-07 | 2003-02-13 | Akio Yabuuchi | Joint structure of steel plate concrete structure |
| JP2007204953A (en) * | 2006-01-31 | 2007-08-16 | Toshiba Corp | Steel plate concrete structure, nuclear reactor storage vessel and nuclear reactor storage vessel inside structure |
| CN202627325U (en) * | 2011-12-31 | 2012-12-26 | 北京工业大学 | Concrete column with angle irons welded on corners and reinforcing cage and multi-cavity steel pipe arranged in cavity |
| CN203080736U (en) * | 2013-01-18 | 2013-07-24 | 金天德 | Combined profile steel box-shaped steel plate shear wall |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3644605B2 (en) * | 1995-03-17 | 2005-05-11 | 株式会社フジタ | Reverse driving method of underground structure under road surface. |
| CN101230605A (en) * | 2007-01-28 | 2008-07-30 | 邱则有 | Structure combination parts for hollow slab |
| CN201474166U (en) * | 2009-07-28 | 2010-05-19 | 端华飞 | Concrete column for thin-walled steel section composite steel tube |
-
2014
- 2014-01-15 CN CN201410017182.3A patent/CN103850391A/en active Pending
- 2014-01-28 WO PCT/CN2014/071617 patent/WO2015106469A1/en active Application Filing
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20030029111A1 (en) * | 2001-08-07 | 2003-02-13 | Akio Yabuuchi | Joint structure of steel plate concrete structure |
| JP2007204953A (en) * | 2006-01-31 | 2007-08-16 | Toshiba Corp | Steel plate concrete structure, nuclear reactor storage vessel and nuclear reactor storage vessel inside structure |
| CN202627325U (en) * | 2011-12-31 | 2012-12-26 | 北京工业大学 | Concrete column with angle irons welded on corners and reinforcing cage and multi-cavity steel pipe arranged in cavity |
| CN203080736U (en) * | 2013-01-18 | 2013-07-24 | 金天德 | Combined profile steel box-shaped steel plate shear wall |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104400430A (en) * | 2014-10-22 | 2015-03-11 | 浙江杭萧钢构股份有限公司 | Automatic production process and device of steel pipe bundle combined structural component |
| CN104400430B (en) * | 2014-10-22 | 2016-08-17 | 浙江杭萧钢构股份有限公司 | The automatic production process of steel pipe bundle combinative structure component and equipment thereof |
| CN105839777A (en) * | 2016-03-31 | 2016-08-10 | 初明进 | Line-shaped steel-concrete composite structure member |
| CN105839847A (en) * | 2016-03-31 | 2016-08-10 | 初明进 | Beeline-shaped steel member |
| CN105822020A (en) * | 2016-05-20 | 2016-08-03 | 西安建筑科技大学 | Multi-cavity concrete filled steel tube combined column with C-type steel and manufacturing method |
| CN105839853A (en) * | 2016-05-20 | 2016-08-10 | 西安建筑科技大学 | Multi-cavity steel pipe concrete composite column with rectangular steel pipe end column and method |
| CN106013607A (en) * | 2016-05-20 | 2016-10-12 | 西安建筑科技大学 | Multi-cavity concrete-filled steel pipe combination column with stiffening ribs and manufacturing method |
| CN114411975A (en) * | 2022-02-13 | 2022-04-29 | 重庆交通大学 | Composite bolt shear key structure |
| CN114411975B (en) * | 2022-02-13 | 2023-11-07 | 重庆交通大学 | Structure of composite bolting shear key |
Also Published As
| Publication number | Publication date |
|---|---|
| WO2015106469A1 (en) | 2015-07-23 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103850391A (en) | Linear steel tube bundle composite structure | |
| CN103806529A (en) | T-shaped steel pipe bunch combined structure | |
| CN103806600A (en) | Cross-shaped steel pipe bundle combining structure | |
| CN103850367A (en) | L-shaped steel pipe bundle composite structure | |
| CN103806576A (en) | Z-shaped steel pipe bunch combined structure | |
| CN103993682B (en) | A kind of steel pipe bundle combining structure of the U-shaped section bar with flanging | |
| CN103967201A (en) | Steel tube bundle combined structure consisting of Z-shaped steel | |
| CN203834804U (en) | Steel tube bundle combined structure consisting of continuous rectangular wave shaped steel plates and provided with lap joint concave tables | |
| CN103967195A (en) | Steel tube bundle combined structure consisting of steel plates and L-shaped steel | |
| CN103982003A (en) | Steel tube bundle combination structure composed of steel plates and C-sections | |
| CN203891254U (en) | U-shaped section-bar steel pipe bundle combined structure with flanges | |
| CN203834800U (en) | Steel tube bundle combination structure consisting of steel plates and C-shaped steel | |
| CN203905286U (en) | Z-shaped steel pipe bundle combined structure | |
| CN203834802U (en) | Steel tube bundle combined structure with L-shaped web plate arranged in staggered mode | |
| CN103912074A (en) | Frame-steel tube bundle and steel plate concrete shear wall combined structure system | |
| CN203808296U (en) | Framework-steel pipe bundle and steel plate concrete shear wall combination structure system | |
| CN103967197A (en) | Steel tube bundle combination structure provided with X-shaped web plates | |
| CN203834801U (en) | Steel tube bundle combination structure consisting of steel plates and Z-shaped steel | |
| CN203834803U (en) | Steel tube bundle combination structure consisting of Z-shaped steel | |
| CN203891330U (en) | Steel tube bundle combined structure consisting of steel plates and oblique Z-shaped steel | |
| CN203977698U (en) | A kind of C shaped steel pipe bundle combinations structure | |
| CN203905217U (en) | An "L" type steel tube bundle composite structure | |
| WO2015106477A1 (en) | Frame-steel pipe bundle composite structured system for use in industrialized residential building | |
| CN203834797U (en) | Linear type wave-shaped web steel tube bundle combination structure | |
| CN203905287U (en) | T-shaped steel pipe bundle combined structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20140611 |