CN105780924A - I-shaped steel and concrete combined structural member - Google Patents
I-shaped steel and concrete combined structural member Download PDFInfo
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- CN105780924A CN105780924A CN201610197346.4A CN201610197346A CN105780924A CN 105780924 A CN105780924 A CN 105780924A CN 201610197346 A CN201610197346 A CN 201610197346A CN 105780924 A CN105780924 A CN 105780924A
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- concrete
- shaped steel
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- steel
- dividing plate
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- 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
- E04B1/30—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts being composed of two or more materials; Composite steel and concrete constructions
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention relates to an I-shaped steel and concrete combined structural member, and belongs to the technical field of steel and concrete structures.The I-shaped steel and concrete combined structural member comprises a steel member and concrete.The steel member comprises a box-shaped steel member and partition plates, the box-shaped steel member is divided into more than one cavity by the partition plates, and the concrete is poured in the cavities; gaps are formed in partial spaces, where the concrete is not poured, of the lower portions of the cavities, and grouting holes are reserved at the gaps of the box-shaped steel member; the box-shaped steel member is connected onto lower-layer structural members after the structural members are mounted, and grouting materials can be injected into the concrete gaps via the grouting holes.The I-shaped steel and concrete combined structural member has the advantages that the stress performance of structures can be improved, and the industrialization level of the structures can be upgraded.
Description
Technical field
The present invention relates to a kind of in-line steel-concrete combined structure component.
Background technology
Steel concrete combinative structure component has the advantage of xoncrete structure and steel construction, applies more and more extensive in building structure.Shear wall bearing capacity is high, and anti-side rigidity is big, is the main lateral resisting structure component of high-level structure.
The combined member cross sections such as steel core concrete column are generally square or circular, give full play to the binding effect of steel pipe.Steel concrete compound shear wall has the performance advantage of shear wall, has again making and the installation advantage of steel construction；The ratio on the long and short limit in the cross section of steel-concrete compound shear wall is more than 1, and the binding effect of steel reduces, and generally can pass through to arrange dividing plate and be separated by component, form steel pipe bundle；Owing to dividing plate is difficult to connect at interlayer, its stress performance cannot give full play to.Application number a kind of steel concrete compound shear wall that has been 201410017182.3 patent disclosure, the concrete that the steel pipe bundle of the linearity made by factory and building-site are built in steel pipe bundle forms, being difficult to solder between the dividing plate flaggy of steel pipe bundle, stress performance cannot give full play to；Concrete cast in situs, the amount of building is big, reduces prefabricated rate.
Summary of the invention
The shortcoming big in order to solve existing steel concrete combinative structure component cast-in-place concrete amount, improves stress performance, improves building industrialization level, and the present invention provides a kind of in-line steel concrete combinative structure component.
The technical scheme is that.
A kind of in-line steel concrete combinative structure component, including steel beam column and concrete, described steel beam column includes box-shaped steel part and dividing plate, and box-shaped steel part is divided into more than one cavity by dividing plate, and described concreting is in cavity；Described cavity low portion space not casting concrete forms gap, and gap location box-shaped steel part sidewall reserves grout hole；After described structural elements is installed, box-shaped steel part is connected on (welding or bolt connect) understructure component, in concrete gap, injects grouting material by grout hole.In box-shaped steel part, casting concrete forms steel precast concrete combined member, reduces cast-in-place concrete amount；Cavity low portion region not casting concrete, facilitates box-shaped steel part to be connected with understructure, for instance, concrete will not be damaged to during welding；The reserved grout hole of box-shaped steel part sidewall and venthole, pouring into grouting material in gap, to realize levels concrete continuously.In order to increase the binding ability of concrete and steel beam column, box-shaped steel part is provided with peg.
Described in-line steel concrete combinative structure component, hole or groove on the dividing plate of described gap location.By reserving hole on dividing plate and groove, steel beam column cavity connection, convenient grouting.
Dividing plate lower end or the upper end of described in-line steel concrete combinative structure component arrange angle steel, and angle steel two limb connects (welding or bolt connect) respectively on dividing plate and box-shaped steel part.Angle steel can be hot-rolled angle steel, it is also possible to be the angle steel of Plate Welding composition；Angle steel two limb is connected on dividing plate and box-shaped steel part, it is achieved interlayer clapboard stress is continuous.In prior art, the encased steel plate of steel beam column can be connected with adjacent bed component easily, but dividing plate is difficult to connect；Being connected to by angle steel two limb on dividing plate and box-shaped steel part, the power suffered by dividing plate first passes on angle steel, then passes on box-shaped steel part, or is directly connected to by the angle steel of levels, it is achieved clapboard stress is continuous.
The present invention compared with prior art has the advantage that.
(1) building structure industrialized level is improved.The technology Shi Xian factory of existing making in-line steel concrete member makes the in-line steel beam column with cavity, building-site casting concrete in cavity is arrived in transport, namely the concrete in all cavitys is all built at the scene, and poured in place concrete amount is big, and building prefabrication rate is low.And combined member disclosed by the invention, first factory makes the in-line steel beam column with cavity, then in factory in cavity casting concrete (this operation can also other places beyond erecting bed complete), the component so formed is made up of steel and precast concrete.Visible technical solution of the present invention substantially reduces cast-in-place concrete amount, improves the prefabricated rate of building structure, improves building structure industrialized level.
(2) stress performance of horizontal joint is ensured.Grouting material is arranged at the cavity bottom of the present invention, it is ensured that the concrete seriality of horizontal joint.
(3) ensure that steel diaphragm stress is continuous.In in-line steel concrete combinative structure component, it is continuous that outside plate realizes interlayer by welding, but dividing plate is difficult to connect.Adopt the technology of the present invention, by arranging angle steel, it is achieved steel diaphragm stress is continuous.
(4) stress performance of construction stage assembly unit is improved.Described in-line steel concrete combinative structure component, as vertical applied force component, needs to bear bigger construction loads in the construction stage；Relative to existing technology, in member cavities of the present invention, fill up concrete, significantly improve stress performance, improve construction stage safety.
Accompanying drawing explanation
Fig. 1 is the schematic diagram of an embodiment of the present invention.
Fig. 2 is the schematic diagram of another kind embodiment of the present invention.
Fig. 3 is the schematic diagram of another kind embodiment of the present invention.
Fig. 4 is the schematic diagram of another kind embodiment of the present invention.
Fig. 5 is the schematic diagram of another kind embodiment of the present invention.
Fig. 6 is the steel beam column Longitudinal cross section schematic of an embodiment of the present invention.
For convenience of expressing, accompanying drawing 1-accompanying drawing 6 is to be reversed up and down by described in-line steel concrete combinative structure component, and namely the top in figure is the bottom of actual components.
Labelling implication in accompanying drawing is: hole 8 angle steel on groove 7 dividing plate on 1 box-shaped steel part 2 dividing plate 3 concrete 4 injected hole 5 venthole 6 dividing plate.
Detailed description of the invention
Below in conjunction with drawings and Examples, a kind of in-line steel concrete combinative structure component of the present invention is described in detail.
A kind of embodiment of the in-line steel concrete combinative structure component that the present invention proposes, such as Fig. 1, in-line steel concrete combinative structure component, including steel beam column and concrete, described steel beam column includes box-shaped steel part 1 and dividing plate 2, box-shaped steel part 1 is divided into 3 cavitys, described casting concrete 3 in cavity by dividing plate 2；Described cavity low portion space not casting concrete forms gap, and gap location box-shaped steel part sidewall reserves grout hole 4 and venthole 5；After described structural elements is installed, box-shaped steel part 1 is connected on (welding or bolt connect) understructure component, in concrete gap, injects grouting material by grout hole 4, the convenient grouting of venthole 5.In box-shaped steel part, casting concrete forms steel precast concrete combined member, reduces cast-in-place concrete amount；Cavity low portion region not casting concrete, facilitates box-shaped steel part to be connected with understructure, for instance, concrete will not be damaged to during welding；The reserved grout hole of box-shaped steel part sidewall and venthole, pouring into grouting material in gap, to realize levels concrete continuously.In order to increase the binding ability of concrete and steel beam column, box-shaped steel part is provided with peg (not shown).In another embodiment, such as Fig. 4, concrete 3 is poured into cavity bottom, and the region closing on steel plate has conduit to form gap.Grout hole 4 in the region of non-casting concrete 3, venthole 5 can in the region of non-casting concrete 3, such as Fig. 1 ~ Fig. 3；In concrete 3 region, such as Fig. 5, the region of non-casting concrete can also be communicated to by arranging pipeline etc., it is possible to increase the density of grouting.In accompanying drawing, box-shaped reinforcing bar 1 is divided into 3 cavitys by dividing plate, and in concrete application, the number of cavity is determined according to the size etc. of component.
The another kind of embodiment of the in-line steel concrete combinative structure component that the present invention proposes, such as Fig. 2, dividing plate 2 bottom arranges little groove, and the part of the non-casting concrete in such box-shaped steel part bottom is connected together, convenient grouting.In another example, such as Fig. 3, dividing plate 2 bottom arranges small holes, can reach effect same.
The schematic cross-section of steel beam column used by the another kind of embodiment of the in-line steel concrete combinative structure component that the present invention proposes, such as Fig. 6, dividing plate 2 lower end or upper end arrange angle steel, 8 liang of limbs of angle steel connect (welding or bolt connect) on dividing plate 2 and box-shaped steel part 1 respectively, in order to express oneself clearly, not shown concrete 3 in Fig. 6.Angle steel is hot-rolled angle steel or Plate Welding composition；8 liang of limbs of angle steel are connected on dividing plate 2 and box-shaped steel part 1, it is achieved interlayer clapboard stress is continuous.In prior art, the encased steel plate of steel beam column can be connected with adjacent bed component easily, but dividing plate is difficult to connect；Angle steel two limb is connected on dividing plate and box-shaped steel part, the power suffered by dividing plate is first passed on angle steel, then pass on box-shaped steel part, or the angle steel of levels is directly connected to, it is achieved clapboard stress is continuous.
Claims (4)
1. an in-line steel concrete combinative structure component, it is characterized in that, described structural elements includes steel beam column and concrete, and described steel beam column includes box-shaped steel part and dividing plate, box-shaped steel part is divided into more than one cavity by dividing plate, and described concreting is in cavity；Described cavity low portion space not casting concrete forms gap, and gap location box-shaped steel part reserves grout hole；After described structural elements is installed, box-shaped steel part is connected on understructure component, in gap, injects grouting material by grout hole.
2. a kind of in-line steel concrete combinative structure component according to claim 1, it is characterised in that described dividing plate is at gap location hole or groove.
3. a kind of in-line steel concrete combinative structure component according to claim 1, it is characterised in that described box-shaped steel part lower end or upper end arrange angle steel, and angle steel two limb is connected on dividing plate and box-shaped steel part.
4. a kind of in-line steel concrete combinative structure component according to claim 1, it is characterised in that be provided with peg on described box-shaped steel part.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610197346.4A CN105780924A (en) | 2016-03-31 | 2016-03-31 | I-shaped steel and concrete combined structural member |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610197346.4A CN105780924A (en) | 2016-03-31 | 2016-03-31 | I-shaped steel and concrete combined structural member |
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| Publication Number | Publication Date |
|---|---|
| CN105780924A true CN105780924A (en) | 2016-07-20 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201610197346.4A Pending CN105780924A (en) | 2016-03-31 | 2016-03-31 | I-shaped steel and concrete combined structural member |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108505647A (en) * | 2018-05-29 | 2018-09-07 | 华侨大学 | A kind of prefabricated assembled profiled sheet concrete shear force wall and its construction method |
| CN111980219A (en) * | 2020-08-20 | 2020-11-24 | 中国建筑标准设计研究院有限公司 | Assembled integral steel plate composite shear wall and construction method thereof |
| CN112095449A (en) * | 2020-09-29 | 2020-12-18 | 湖南大学 | Light-weight combined beam pier top longitudinal connection structure and construction method thereof |
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| US20060150573A1 (en) * | 2004-12-23 | 2006-07-13 | Elliott Albert C Jr | Method of framing a building shear wall structure compatible with conventional interior or exterior finishing materials and subsurface panel for use therewith |
| CN101956403A (en) * | 2010-08-13 | 2011-01-26 | 内蒙古兴泰建筑有限责任公司 | Construction method of rear pouring band with prefabricated concrete edge sealing plate for basement outer shear wall |
| CN102251699A (en) * | 2011-05-13 | 2011-11-23 | 北京华美科博科技发展有限公司 | Residential building system with cast-in-situ beam columns and prefabricated sandwich concrete wall panels and construction method |
| CN102433945A (en) * | 2011-08-30 | 2012-05-02 | 东南大学 | Vertical mixed connection structure and method of prefabricated internal wallboards for assembling shear wall structure |
| CN103410317A (en) * | 2013-07-29 | 2013-11-27 | 段风雷 | Construction method for site assembly and casting integral wall body by adopting wall body prefabricated part |
| CN203569728U (en) * | 2013-11-26 | 2014-04-30 | 金天德 | Box-shaped steel plate shear wall with internal trusses |
| CN203808296U (en) * | 2014-01-26 | 2014-09-03 | 浙江杭萧钢构股份有限公司 | Framework-steel pipe bundle and steel plate concrete shear wall combination structure system |
| CN203834800U (en) * | 2014-03-31 | 2014-09-17 | 浙江杭萧钢构股份有限公司 | Steel tube bundle combination structure consisting of steel plates and C-shaped steel |
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2016
- 2016-03-31 CN CN201610197346.4A patent/CN105780924A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20060150573A1 (en) * | 2004-12-23 | 2006-07-13 | Elliott Albert C Jr | Method of framing a building shear wall structure compatible with conventional interior or exterior finishing materials and subsurface panel for use therewith |
| CN101956403A (en) * | 2010-08-13 | 2011-01-26 | 内蒙古兴泰建筑有限责任公司 | Construction method of rear pouring band with prefabricated concrete edge sealing plate for basement outer shear wall |
| CN102251699A (en) * | 2011-05-13 | 2011-11-23 | 北京华美科博科技发展有限公司 | Residential building system with cast-in-situ beam columns and prefabricated sandwich concrete wall panels and construction method |
| CN102433945A (en) * | 2011-08-30 | 2012-05-02 | 东南大学 | Vertical mixed connection structure and method of prefabricated internal wallboards for assembling shear wall structure |
| CN103410317A (en) * | 2013-07-29 | 2013-11-27 | 段风雷 | Construction method for site assembly and casting integral wall body by adopting wall body prefabricated part |
| CN203569728U (en) * | 2013-11-26 | 2014-04-30 | 金天德 | Box-shaped steel plate shear wall with internal trusses |
| CN203808296U (en) * | 2014-01-26 | 2014-09-03 | 浙江杭萧钢构股份有限公司 | Framework-steel pipe bundle and steel plate concrete shear wall combination structure system |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108505647A (en) * | 2018-05-29 | 2018-09-07 | 华侨大学 | A kind of prefabricated assembled profiled sheet concrete shear force wall and its construction method |
| CN111980219A (en) * | 2020-08-20 | 2020-11-24 | 中国建筑标准设计研究院有限公司 | Assembled integral steel plate composite shear wall and construction method thereof |
| CN112095449A (en) * | 2020-09-29 | 2020-12-18 | 湖南大学 | Light-weight combined beam pier top longitudinal connection structure and construction method thereof |
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Application publication date: 20160720 |