CN1263974A - Steel-concrete combined struture system for residential buildings - Google Patents
Steel-concrete combined struture system for residential buildings Download PDFInfo
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- CN1263974A CN1263974A CN 00102949 CN00102949A CN1263974A CN 1263974 A CN1263974 A CN 1263974A CN 00102949 CN00102949 CN 00102949 CN 00102949 A CN00102949 A CN 00102949A CN 1263974 A CN1263974 A CN 1263974A
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Abstract
A steel and concrete combined structure system for residential buildings features that the columns are steel tube, the horizontal beams are cellular ones, the floors are the stereo cross combination of dense steel ribs and dense concrete ribs, into which formworks are arranged, the node plates on columns and slotted steel on horizontal beams are used to link them together by high-strength screw bolts, and said dense ribs are welded to horizontal beams. Its advantages are high strength, stability and anti-earthquake performance, simple structure and light dead weight.
Description
The invention belongs to building structure field, especially a kind of housing construction steel-concrete combined struture system.
In commercialize housing under the new situation, analyze housing construction intension and a kind of structural system that meets national conditions and adapt of characteristics exploitation with the theory of steel-mixed combining structure with semi-high-rise housing building individual character, the intensity height that the performance tapping-mixed combining structure is had, stability and anti-seismic performance are good, from heavy and light, reduce investment outlay, the advantage that speed of application is fast, this structural system more and more obtains builing industry personage's approval.But highlighted the characteristics of a certain link in steel-mixed structure in the prior art, if any the similar steel core concrete column of use, perhaps similar Honeycomb Beam structure or the like, but really design a kind of steel-concrete combined struture system, also do not have at present.
The object of the present invention is to provide a kind of simple and reasonablely, intensity height, stability and the anti-seismic performance of performance steel-mix combining structure be good, from the advantageous feature of heavy and light, and adopting steel fully is the novel housing construction steel-concrete combined struture system of building framework.
The object of the present invention is achieved like this:
The structure of novel housing construction steel-concrete combined struture system is:
(1) cylinder adopts the encased structures of built-in strong concrete;
(2) crossbeam adopts two channel-section steels to cut weldering and the Honeycomb Beam structure of formation;
(3) floor adopts close rib of light steel and concrete dense-rib graded crossing to make up and insert the structure of formwork therebetween;
What (4) cylinder and crossbeam affixed passed through is that the gusset plate and the crossbeam of inserting on the cylinder adopts the high-strength bolt built-in structure;
(5) light close rib of steel and concrete dense-rib two ends all are fixed on the crossbeam.
The steel pipe that described cylinder adopts is spiral welding pipe or is the cold-bending welding square pipe; The gusset plate of the affixed employing of described cylinder and crossbeam is the cruciform gusset plate form, and wherein: when cylinder and crossbeam connecting position were last lower prop link position, cruciform gusset plate directly was welded on cylinder node place; When cylinder and crossbeam connecting position are not when going up steel pipe that lower prop link position and cylinder adopt and being pipe, pipe is radially slotted and is inserted a word gusset plate and welding, and another is welded on the pipe by the semicircle outer tube that is welded in its end gusset plate; The shearing resistance truss is that concrete filled steel tube strut and its two ends are welded on two adjacent cylinders; The close rib of described light steel winds up and is that shaped steel, lower edge are shape shaped steel, are welded with snakelike reinforcing bar therebetween; Described concrete dense-rib winds up and is that reinforcing bar, lower edge are reinforcing bar, are welded with snakelike reinforcing bar therebetween; Described formwork is to be shaped on a cross gusset plate in hexahedron formwork and its and to make by light burnt powder and glass fabric, and this hexahedron formwork places on the shape shaped steel between the close rib of light steel and between light steel close rib shape shaped steel and the crossbeam channel-section steel; Close rib of described light steel and concrete dense-rib are welded on the crossbeam by the junction plate that is welded on the channel-section steel; Be welded with a crossbeam edge of a wing and cylinder junction plate on described crossbeam channel-section steel and the cylinder gusset plate.
Advantage of the present invention and good effect are:
The employing steel are building framework, realize that post-beam-slab material is integrated, the bearing capacity height, the plasticity good toughness, not formwork, do not tie up the bar one-time lifting, improve the performance of providing fortification against earthquakes, alleviate deadweight, simplify construction.The shearing resistance truss adopts the concrete filled steel tube strut, replaces concrete shear force wall, improves structure ductility.This structural system can realize the whole prefabrications of member, and on-the-spot the installation accelerated speed of application, significantly reduces cost simultaneously.The present invention is simple and reasonable, and stability and shock resistance are good, has started the new structure system of housing construction.
Description of drawings:
Fig. 1 is for the structure of cylinder of the present invention and crossbeam and be connected the Facad structure schematic diagram;
Fig. 2 a is Figure 1B--the B sectional view;
Fig. 2 b is Figure 1A--the A sectional view;
Fig. 3 a is node location square tube concrete column of the present invention and crossbeam connection diagram radially;
Fig. 3 b is node location pipe concrete column of the present invention and crossbeam connection diagram radially;
Fig. 3 c is the present invention's non-node location pipe concrete column and crossbeam connection diagram radially;
Fig. 3 d is the non-node location pipe of the present invention concrete column semicircle outer tube and the axial connection diagram of crossbeam;
Fig. 4 connects floor map for the close rib of cylinder of the present invention--crossbeam--;
Fig. 5 is close rib of the light steel of the present invention and the three-dimensional connection diagram of concrete dense-rib;
Fig. 6 a is Fig. 4 C--C sectional view;
Fig. 6 b is Fig. 4 D--D sectional view;
Fig. 7 is a hexahedron formwork schematic perspective view of the present invention;
Fig. 8 a is a shearing resistance trussed construction schematic diagram 1 of the present invention;
Fig. 8 b is a shearing resistance trussed construction schematic diagram 2 of the present invention;
Fig. 8 c is a shearing resistance trussed construction schematic diagram 3 of the present invention;
Fig. 9 is housing construction steel of the present invention--a concrete combined struture system general structure floor map.
Below in conjunction with accompanying drawing embodiments of the invention are described in further detail:
Cylinder is divided into square tube concrete column 6 and pipe concrete column 1, and the left side is the pipe concrete column among Fig. 1, and the right side is the square tube concrete column, and the used steel pipe of pipe concrete column is a spiral welding pipe, and the used square tube of square tube concrete column is the cold-bending welding square pipe.Crossbeam 5 is seen Fig. 2 a, Fig. 2 b for its section of Honeycomb Beam structure of being cut weldering by channel-section steel and making, is that two channel-section steel backing runs and its middle part are made hexagonal hole and claimed the Honeycomb Beam structure; The syndeton of square tube concrete column and pipe concrete column and crossbeam is referring to Fig. 1, Fig. 3 a, Fig. 3 b, Fig. 3 c, Fig. 3 d, when the connecting position (being node location) of cylinder and crossbeam is the link position of last lower prop, interface welding cruciform gusset plate 4 at square tube concrete column and pipe concrete column, connect the crossbeam of four direction more respectively and be fastenedly connected by high-strength bolt 2, and then weld a crossbeam edge of a wing and cylinder junction plate 3 on the top of node, wherein be welded with four above the cruciform gusset plate position of the other side's pipe concrete column in square tube and socket steel bar 7, be used to reinforce the square tube stress area.When non-node location (not being the link position of going up lower prop), to the pipe concrete column, then take to open groove and penetrate punching plate 11 and welding (this punching plate is used for the main stress direction) at pipe, overlap two semicircular outer tubes 9 respectively at circular tube external wall then with punching plate vertical direction, this outer tube is welded with the gusset plate 8 affixed with crossbeam, the outer tube side has several can be welded in upright groove 10 on the circular tube external wall, referring to Fig. 3 c, Fig. 3 d; The other side's pipe concrete column is then made directly being welded on the square tube wall constantly, and then is welded a crossbeam edge of a wing and cylinder junction plate on the top of node at cylinder.
Between two crossbeams, one to being welded with concrete dense-rib 12, and another vertical direction is welded with the close rib 13 of light steel, is main rib (main stress) with the close rib of light steel generally, and referring to Fig. 4, cylinder is a square tube in the present embodiment.Concrete dense-rib crosses the close rib of light steel and in the spot welding of intersection point place, sees Fig. 5.Concrete dense-rib winds up and is reinforcing bar 18, and lower edge is a reinforcing bar 20, and is middle with snake shaped steel muscle 19 and last lower edge welding; The light close rib of steel winds up and is shaped steel 15 (for angle bar, also can be channel-section steel etc. in the present embodiment), and lower edge is a shape shaped steel 17, and is middle with 16 welding of snake shaped steel muscle.Be welded with close rib junction plate 21 (22) on the crossbeam, the light close rib of steel two ends are fixed on the crossbeam by welding close rib junction plate 22, and the two ends of concrete dense-rib are fixed in and see Fig. 6 a, Fig. 6 b on the crossbeam by welding close rib junction plate 21.Be equipped with hexahedron formwork 14 between light close rib of steel and the concrete dense-rib, see Fig. 7, be shaped on cross gusset plate 23 in the formwork, formwork and cross gusset plate are made by light burnt powder and glass fabric.Formwork is overlapped on the shape shaped steel between the close rib of light steel, near the crossbeam position, Yi Bian then be overlapped on the crossbeam channel-section steel bottom margin.
The shearing resistance truss is made by concrete filled steel tube strut 24, and two ends are welded on the adjacent cylinder.The shape of shearing resistance truss has three kinds, shown in Fig. 8 a, Fig. 8 b, Fig. 8 c.
Fig. 9 is housing construction steel of the present invention--a concrete combined struture system general structure floor map.
It is building framework that the present invention adopts steel, realize that post-beam-slab material is integrated, especially be embedded in the hexahedron formwork at floor, displace the useless concrete in tensile region, alleviate the floor deadweight, soundproof effect is good, utilize steel member etc. self strength and stiffness framework concrete floor system template, get final product fluid concrete, lightweight steel component is all wrapped up by concrete, satisfies the fire retardant anticorrosion requirement.And this architectural structure system is without formwork, the whole prefabrications of member, and on-the-spot the installation, accelerating construction progress reduces cost significantly greatly.
Claims (8)
1. housing construction steel-concrete combined struture system is characterized in that:
(1) cylinder adopts the encased structures of built-in strong concrete;
(2) crossbeam adopts two channel-section steels to cut weldering and the Honeycomb Beam structure of formation;
(3) floor adopts close rib of light steel and concrete dense-rib graded crossing to make up and insert the structure of formwork therebetween;
What (4) cylinder and crossbeam affixed passed through is that the gusset plate and the crossbeam of inserting on the cylinder adopts the high-strength bolt built-in structure;
(5) light close rib of steel and concrete dense-rib two ends all are fixed on the crossbeam.
2. housing construction steel-concrete combined struture system according to claim 1 is characterized in that: the steel pipe that described cylinder adopts is spiral welding pipe or is the cold-bending welding square pipe.
3. housing construction steel-concrete combined struture system according to claim 1 is characterized in that: the gusset plate of the affixed employing of described cylinder and crossbeam is the cruciform gusset plate form, wherein:
When cylinder and crossbeam connecting position were last lower prop link position, cruciform gusset plate directly was welded on cylinder node place;
When cylinder and crossbeam connecting position are not when going up steel pipe that lower prop link position and cylinder adopt and being pipe, pipe is radially slotted and is inserted a word gusset plate and welding, and another is welded on the pipe by the semicircle outer tube that is welded in its end gusset plate.
4. housing construction steel-concrete combined struture system according to claim 1 is characterized in that: the shearing resistance truss is that concrete filled steel tube strut and its two ends are welded on two adjacent cylinders.
5. housing construction steel-concrete combined struture system according to claim 1 is characterized in that: the close rib of described light steel winds up and is that shaped steel, lower edge are shape shaped steel, are welded with snakelike reinforcing bar therebetween; Described concrete dense-rib winds up and is that reinforcing bar, lower edge are reinforcing bar, are welded with snakelike reinforcing bar therebetween.
6. housing construction steel-concrete combined struture system according to claim 1, it is characterized in that: described formwork is to be shaped on a cross gusset plate in hexahedron formwork and its and to make by light burnt powder and glass fabric, and this hexahedron formwork places on the shape shaped steel between the close rib of light steel and between light steel close rib shape shaped steel and the crossbeam channel-section steel.
7. according to claim 1,5 described housing construction steel-concrete combined struture systems, it is characterized in that: close rib of described light steel and concrete dense-rib are welded on the crossbeam by the junction plate that is welded on the channel-section steel.
8. according to claim 1,2,3 described housing construction steel-concrete combined struture systems, it is characterized in that: be welded with on described crossbeam channel-section steel and the cylinder gusset plate-the crossbeam edge of a wing and cylinder junction plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 00102949 CN1121538C (en) | 2000-03-10 | 2000-03-10 | Steel-concrete combined struture system for residential buildings |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 00102949 CN1121538C (en) | 2000-03-10 | 2000-03-10 | Steel-concrete combined struture system for residential buildings |
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| Publication Number | Publication Date |
|---|---|
| CN1263974A true CN1263974A (en) | 2000-08-23 |
| CN1121538C CN1121538C (en) | 2003-09-17 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN 00102949 Expired - Fee Related CN1121538C (en) | 2000-03-10 | 2000-03-10 | Steel-concrete combined struture system for residential buildings |
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Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101063319B (en) * | 2007-03-27 | 2010-12-15 | 广东省建筑设计研究院 | Node component used for connecting steel tube concrete column with building roof beam |
| CN102587495A (en) * | 2012-02-09 | 2012-07-18 | 北京建筑工程学院 | Steel beam and concrete wall semi-rigid full-bolted-connection joint |
| CN102877582A (en) * | 2012-10-16 | 2013-01-16 | 北京工业大学 | Composite floor with steel bar trusses, profiled steel plate and regenerated concrete, and manufacturing method for composite floor |
| CN105888080A (en) * | 2016-04-11 | 2016-08-24 | 牟犇 | Assembly type steel pipe casing reinforced concrete combined joint and mounting method |
| CN107246109A (en) * | 2017-03-12 | 2017-10-13 | 东北石油大学 | Framework and its construction method that real compound concrete filled steel tube coupled column combination beam is constituted |
| CN110528705A (en) * | 2019-09-10 | 2019-12-03 | 兰州理工大学 | A kind of replaceable plasticity hinged joint in honeycomb fashion girder steel end |
| CN110821024A (en) * | 2019-11-22 | 2020-02-21 | 韶关市第一建筑工程有限公司 | Steel structure roof supporting system and construction method thereof |
| WO2020248669A1 (en) * | 2019-06-14 | 2020-12-17 | 京东方科技集团股份有限公司 | Combination structure |
-
2000
- 2000-03-10 CN CN 00102949 patent/CN1121538C/en not_active Expired - Fee Related
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101063319B (en) * | 2007-03-27 | 2010-12-15 | 广东省建筑设计研究院 | Node component used for connecting steel tube concrete column with building roof beam |
| CN102587495A (en) * | 2012-02-09 | 2012-07-18 | 北京建筑工程学院 | Steel beam and concrete wall semi-rigid full-bolted-connection joint |
| CN102587495B (en) * | 2012-02-09 | 2014-06-18 | 北京建筑大学 | Steel beam and concrete wall semi-rigid full-bolted-connection joint |
| CN102877582A (en) * | 2012-10-16 | 2013-01-16 | 北京工业大学 | Composite floor with steel bar trusses, profiled steel plate and regenerated concrete, and manufacturing method for composite floor |
| CN105888080A (en) * | 2016-04-11 | 2016-08-24 | 牟犇 | Assembly type steel pipe casing reinforced concrete combined joint and mounting method |
| CN105888080B (en) * | 2016-04-11 | 2018-01-19 | 青岛理工大学 | Assembled steel tube casing reinforced concrete combined joint and installation method |
| CN107246109A (en) * | 2017-03-12 | 2017-10-13 | 东北石油大学 | Framework and its construction method that real compound concrete filled steel tube coupled column combination beam is constituted |
| CN107246109B (en) * | 2017-03-12 | 2019-04-16 | 东北石油大学 | The frame and its construction method that real compound concrete filled steel tube coupled column combination beam is constituted |
| WO2020248669A1 (en) * | 2019-06-14 | 2020-12-17 | 京东方科技集团股份有限公司 | Combination structure |
| US11802661B2 (en) | 2019-06-14 | 2023-10-31 | Chengdu Boe Optoelectronics Technology Co., Ltd. | Composite structure |
| CN110528705A (en) * | 2019-09-10 | 2019-12-03 | 兰州理工大学 | A kind of replaceable plasticity hinged joint in honeycomb fashion girder steel end |
| CN110821024A (en) * | 2019-11-22 | 2020-02-21 | 韶关市第一建筑工程有限公司 | Steel structure roof supporting system and construction method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN1121538C (en) | 2003-09-17 |
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