CN105839847A - Beeline-shaped steel member - Google Patents
Beeline-shaped steel member Download PDFInfo
- Publication number
- CN105839847A CN105839847A CN201610196428.7A CN201610196428A CN105839847A CN 105839847 A CN105839847 A CN 105839847A CN 201610196428 A CN201610196428 A CN 201610196428A CN 105839847 A CN105839847 A CN 105839847A
- Authority
- CN
- China
- Prior art keywords
- steel
- beam column
- box
- concrete
- steel beam
- 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
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Classifications
-
- 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
- E04C3/32—Columns; Pillars; Struts of metal
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Composite Materials (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention relates to a beeline-shaped steel member, which belongs to the technical field of steel structures. The beeline-shaped steel member comprises a box steel member and a connecting piece, wherein the connecting piece is connected with a long-side steel plate of the box steel member and comprises a steel rod. The beeline-shaped steel member has improved mechanical performance and industrialization level.
Description
Technical field
The present invention relates to a kind of in-line steel beam column.
Background technology
Steel construction industrialization degree is high, and stress performance is good, applies more and more extensive in building structure.Shear wall bearing capacity
Height, 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；Steel-coagulation
The ratio on the long and short limit in the cross section of local soil type's combination shearing wall is more than 1, and the binding effect of steel reduces, and typically can incite somebody to action by arranging dividing plate
Component separates, and forms steel pipe bundle；Owing to dividing plate is difficult to connect at interlayer, so its stress performance cannot give full play to.Application
Number it is that 201410017182.3 patents disclose a kind of steel concrete compound shear wall, the factory steel pipe of the linearity made
Bundle and building-site pour the concrete composition in steel pipe bundle, and the dividing plate of steel pipe bundle connects the edge of a wing, and welding capacity is big, steel quantity consumption
High；Being difficult to solder between dividing plate flaggy, stress performance cannot give full play to；And within it after casting concrete, dividing plate is by coagulation
Soil separates, and is unfavorable for globality.
Summary of the invention
In order to solve, existing steel beam column steel using amount is big, welding job amount concrete globality that is big and that pour in it is poor
Deficiency, the present invention provides a kind of in-line steel beam column.
The technical scheme is that.
Described in-line steel beam column includes box-shaped steel part and connector, and described connector connects box-shaped steel part long limit steel plate,
Described connector includes steel pole.
Described in-line steel beam column includes box-shaped steel part and connector, and described connector connects box-shaped steel part long limit steel plate,
Described connector is steel pole and steel diaphragm；Or described connector is strip steel plate.
Described in-line steel beam column includes box-shaped steel part and connector, and described connector connects box-shaped steel part long limit steel plate,
Described connector is deformed bar.
Described in-line steel beam column includes box-shaped steel part and connector, and described connector connects box-shaped steel part long limit steel plate,
Described connector is steel pole or steel diaphragm, and described box-shaped steel part connected piece is divided into more than one region, subregion or whole
Concrete (template need to be set in box-shaped steel part during casting concrete) has been poured in region.Concrete can pour at the scene；Or
Person pours in factory, makes prefabricated component together with steel beam column；Or the concrete in subregion pours in factory, with steel beam column
Making prefabricated component together, remainder is pouring at the scene, and the concrete that factory pours improves the firm of steel beam column long limit steel plate
Degree, steel plate deformed when preventing transport, lifting, poured in place concrete, and improve the bearing capacity of steel beam column, it is ensured that construction peace
Quan Xing.
The present invention compared with prior art has the advantage that.
(1) welding job amount and the steel using amount of steel beam column are reduced.In prior art, the dividing plate of in-line steel beam column is steel
Plate, welding job amount is big, and steel using amount is high；Present invention steel pole replace part or all of steel plate dividing plate, reduce welding job amount and
Steel using amount.
(2) steel beam column stress performance is improved.In prior art, in steel beam column, casting concrete forms steel-concrete group
Close component；Steel beam column dividing plate interlayer cannot be welded to connect, and clapboard stress is difficult to continuously, and dividing plate only plays connection, box-shaped of putting more energy into steel
The effect of part long limit steel plate, it is impossible to play stress performance；Present invention steel pole connects box-shaped steel part long limit steel plate, and interlayer is by setting
Put vertical muscle continuous, improve component performance.
(3) binding ability of concrete and steel beam column is improved.In prior art, in steel beam column, casting concrete is formed
Steel-concrete combined member, concrete separating is opened by dividing plate, reduces the globality of concrete；Steel plate dividing plate is replaced with steel pole,
Significantly improve concrete globality.Binding ability with steel beam column.
(4) restriction ability to concrete is ensured.Connector connects long limit steel plate, retrains its interior concrete together；Close
Under reason design, connector can be close to steel diaphragm to the binding effect of concrete.
In-line steel beam column of the present invention can be used for vertical supporting member, also can be used for other structural elements.
Accompanying drawing explanation
Fig. 1 is the axonometric chart schematic diagram of an embodiment of the present invention.
Fig. 2 is the axonometric chart schematic diagram of another kind embodiment of the present invention.
Fig. 3 is the axonometric chart schematic diagram of another kind embodiment of the present invention.
Fig. 4 is the axonometric chart schematic diagram of another kind embodiment of the present invention.
Fig. 5 is the axonometric chart schematic diagram of another kind embodiment of the present invention.
Fig. 6 is the schematic cross-section of another kind embodiment of the present invention.
Fig. 7 is the schematic cross-section of another kind embodiment of the present invention.
Labelling implication in accompanying drawing is: 1 box-shaped steel part 2 steel pole 3 dividing plate 4 strip steel plate 5 weld seam 6 concrete.
Detailed description of the invention
Below in conjunction with the accompanying drawings and embodiment, the in-line steel beam column of the present invention is described in detail.
A kind of embodiment of the in-line steel beam column that the present invention proposes, such as Fig. 1, described steel beam column includes box-shaped steel part 1 He
Connector, connector connects box-shaped steel part long limit steel plate, and connector is steel pole 2 in this embodiment；Steel pole 2 cuts along box-shaped steel part
Face length direction arranges 1 row steel pole with a determining deviation.In embodiment illustrated in fig. 2, steel pole 2 along box-shaped steel part cross-sectional length direction with
One determining deviation arranges 3 row steel poles.Specific in application, the steel pole columns arranged in steel beam column determines according to practical situation.Fig. 1, Fig. 2
Bottom has carried out cutting, exposes connector；Other figures also similar process.
A kind of embodiment of the in-line steel beam column that the present invention proposes, such as Fig. 3, described steel beam column includes box-shaped steel part 1 He
Connector, connector connects box-shaped steel part long limit steel plate, and connector is steel pole 2 and steel plate dividing plate 3 in this embodiment, has 3 row
Steel pole and 1 dividing plate.Specific in application, the steel pole columns arranged in steel beam column determines according to practical situation, implements shown in Fig. 4
Example, has 4 row steel poles and 1 dividing plate, also string strip steel plate 4 in steel beam column.
A kind of embodiment of the in-line steel beam column that the present invention proposes, such as Fig. 5, described box-shaped steel part 1 is welded by plurality of steel plates
Connecing and form, Making programme is first to be welded on two block plates at steel pole 2 two ends, is welded together by weld seam 5 by steel plate, then welds
Connect steel plate and become box-shaped steel part.
A kind of embodiment of the in-line steel beam column that the present invention proposes, is illustrated in figure 6 the sectional view of steel beam column, described steel
Component includes box-shaped steel 1 and connector, and described connector connects box-shaped steel part long limit steel plate, described connector be steel pole or steel every
Plate, described box-shaped steel part 1 connected piece is divided into more than one region, has poured concrete 6 in subregion.Concrete 6 can be
Cast in situs；Or pour in factory, make prefabricated component together with steel beam column；Or the concrete 6 in subregion is in factory
Pouring, make prefabricated component together with steel beam column, remainder is pouring at the scene；Concrete 6 increases the rigidity of steel beam column and holds
Load power, and increase the rigidity of steel beam column long limit steel plate, when preventing rear pouring concrete, steel plate bloats.Peg it is provided with on steel plate.
In another kind of embodiment, the sectional view of steel beam column as shown in Figure 7, described box-shaped steel part 1 connected piece is divided into more than one district
Territory, has poured concrete 6 in subregion, steel pole 2 is not wrapped up by concrete 6；Subregion is poured the steel structure of concrete
Part transports, is installed to scene, casting concrete in other regions, and steel pole 2, in rear pouring concrete, increases structural integrity；
And concrete 6 increases rigidity and the bearing capacity of steel beam column, and increase the rigidity of steel beam column long limit steel plate, after preventing, water coagulation
During soil, steel plate bloats.
In actual application, the steel pole 2 of steel beam column and the facilities of steel plate dividing plate 3 are not limited to accompanying drawing illustrated embodiment.
The present invention provides the connectors such as one reinforcing bar to carry out drawknot offside steel plate, improves steel plate stability, ensures coagulation
The means of the binding effect of soil.
Claims (7)
1. an in-line steel beam column, it is characterised in that described steel beam column includes box-shaped steel part and connector, described connector is even
Connecing box-shaped steel part long limit steel plate, described connector includes steel pole.
A kind of in-line steel beam column the most according to claim 1, it is characterised in that described connector be steel pole or steel every
Plate, or described connector is strip steel plate.
A kind of in-line steel beam column the most according to claim 1, it is characterised in that described steel pole is deformed bar.
4. according to a kind of in-line steel beam column described in claim 1 or 2 or 3, it is characterised in that described box-shaped steel part is connected
Part is divided into more than one region, has poured concrete in subregion.
A kind of in-line steel beam column the most according to claim 4, it is characterised in that described concrete is poured into steel in factory
In component.
A kind of in-line steel beam column the most according to claim 4, it is characterised in that described concrete pours at building-site
In box-shaped steel part.
A kind of in-line steel beam column the most according to claim 4, it is characterised in that described concrete parts is at building-site
Being poured in box-shaped steel part, part is in factory is poured into box-shaped steel part.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610196428.7A CN105839847A (en) | 2016-03-31 | 2016-03-31 | Beeline-shaped steel member |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610196428.7A CN105839847A (en) | 2016-03-31 | 2016-03-31 | Beeline-shaped steel member |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105839847A true CN105839847A (en) | 2016-08-10 |
Family
ID=56596318
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610196428.7A Pending CN105839847A (en) | 2016-03-31 | 2016-03-31 | Beeline-shaped steel member |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105839847A (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007278014A (en) * | 2006-04-11 | 2007-10-25 | Ohbayashi Corp | Structure and method for shear reinforcement for reinforced concrete member |
| CN103410248A (en) * | 2013-08-23 | 2013-11-27 | 清华大学 | Internal stiffened composite steel plate shear wall connected through high-strength bolts |
| CN103835410A (en) * | 2014-01-23 | 2014-06-04 | 浙江杭萧钢构股份有限公司 | Shear wall with steel plates combined with concrete and construction method thereof |
| CN103850391A (en) * | 2014-01-15 | 2014-06-11 | 浙江杭萧钢构股份有限公司 | Linear steel tube bundle composite structure |
| CN204418435U (en) * | 2014-12-31 | 2015-06-24 | 广州机施建设集团有限公司 | A kind of new steel plate shear wall |
| CN105133785A (en) * | 2015-08-18 | 2015-12-09 | 刁德斌 | Building concrete member embedded with Y-shaped reinforced beams |
-
2016
- 2016-03-31 CN CN201610196428.7A patent/CN105839847A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007278014A (en) * | 2006-04-11 | 2007-10-25 | Ohbayashi Corp | Structure and method for shear reinforcement for reinforced concrete member |
| CN103410248A (en) * | 2013-08-23 | 2013-11-27 | 清华大学 | Internal stiffened composite steel plate shear wall connected through high-strength bolts |
| CN103850391A (en) * | 2014-01-15 | 2014-06-11 | 浙江杭萧钢构股份有限公司 | Linear steel tube bundle composite structure |
| CN103835410A (en) * | 2014-01-23 | 2014-06-04 | 浙江杭萧钢构股份有限公司 | Shear wall with steel plates combined with concrete and construction method thereof |
| CN204418435U (en) * | 2014-12-31 | 2015-06-24 | 广州机施建设集团有限公司 | A kind of new steel plate shear wall |
| CN105133785A (en) * | 2015-08-18 | 2015-12-09 | 刁德斌 | Building concrete member embedded with Y-shaped reinforced beams |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20160810 |
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| RJ01 | Rejection of invention patent application after publication |