CN103233510A - Steel truss support capable of windowing and steel truss barrel structure including same - Google Patents
Steel truss support capable of windowing and steel truss barrel structure including same Download PDFInfo
- Publication number
- CN103233510A CN103233510A CN2013101461570A CN201310146157A CN103233510A CN 103233510 A CN103233510 A CN 103233510A CN 2013101461570 A CN2013101461570 A CN 2013101461570A CN 201310146157 A CN201310146157 A CN 201310146157A CN 103233510 A CN103233510 A CN 103233510A
- Authority
- CN
- China
- Prior art keywords
- support
- diagonal brace
- steel truss
- links
- frame column
- 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.)
- Granted
Links
Images
Abstract
The invention belongs to a steel truss support capable of windowing and a steel truss barrel structure including the same. A node plate (7) is connected with a framed beam (5) and a frame column (6), two ends of a long inclined support (2) are respectively connected with a support rod (8), and the support rod (8) is connected with an end plate (9) and is respectively connected with the framed beam (5) and the frame column (6). A horizontal support (3) is connected with a vertical support (4), the connecting position between the horizontal support (3) and the vertical support (4) is connected with the long inclined support (2), and a short inclined support (1) is respectively connected with the node plate (7) and the long inclined support (2). Connectors of the short inclined support (1), the long inclined support (2), the horizontal support (3), the vertical support (4), the support rod (8) and the end plate (9) are prefabricated by a factory. The steel truss support improves the bearing capacity of the structure by increasing width and thickness of supporting flanges, a window can be arranged at a position where the support is arranged, and the economic benefit and the applicability are improved while steeling using amount is saved.
Description
Technical field
The steel truss that the invention belongs to a kind of hole of windowing supports and contains the steel truss tubular construction system of this support.
Background technology
Steel truss tubular construction system has the structural system that the vertical sub-truss of diagonal brace (center support or eccentric support) is formed by barrel.Have center support and off-centre that supporting form is common support.The principal mode of center support as shown in Figure 1, the eccentric principal mode that supports is as shown in Figure 2.The effect of transmitting horizontal loading is played in support, and improves rigidity and the lateral resisting performance of structure.In recent years, along with the needs of development of social production and people's life, the large complicated highrise building of pursuing individualityization is increasing.Arranging the position of supporting, often need offer the window opening mouth, and the form of common support, because the characteristics of its arrangement form can be brought difficulty to offering of window opening mouth.The punching steel plate shear wall structure is when improving structure lateral resisting performance, though can satisfy the demand of offering the window opening mouth, but in order to improve its anti-bending bearing capacity and anti-flexing bearing capacity, need to increase the thickness of steel plate, so directly increased steel using amount, thereby increased the cost of cost.
Summary of the invention
Technical problem to be solved by this invention is to offer the problem of window opening mouth in that the Support Position is set, and in order to address this problem, the steel truss that the present invention proposes a kind of hole of windowing supports and contain the steel truss tubular construction system of this support.
A kind of steel truss of the hole of windowing supports, it is characterized in that: when windowing the hole, in the one Pin steel frame, 2 Vierendeel girders 5 are set altogether, 2 frame columns 6, Vierendeel girder 5 links to each other in twos with frame column 6, form the configuration of rectangle, 4 gusset plates 7 are set altogether, one end of each gusset plate 7 is respectively at Vierendeel girder 5, the bean column node place that frame column 6 forms, with Vierendeel girder 5 bottom flanges, 6 inboard linking to each other of frame column, 4 long diagonal braces 2 are set altogether, 8 support bars 8,4 end plates 9, each long diagonal brace 2 two ends links to each other with support bar 8 respectively, support bar 8 links to each other in twos by end plate 9, form the herringbone cramp bar, and make 4 long diagonal braces 2 and 8 cramp bars 8 form the tetragonal configuration of axial symmetry, wherein axis of symmetry is parallel with the length direction of frame column 6, the cramp bar 8 that links to each other in twos by end plate 9 is respectively in the midpoint of Vierendeel girder 5 length, the inboard of frame column 6, with the bottom flange of Vierendeel girder 5, the inboard of frame column 6 links to each other, and is provided with 2 horizontal supports 3 altogether, 2 vertical supports 4, horizontal support 3 links to each other with vertical support 4, forms the configuration of rectangle, horizontal support 3, vertical 4 connecting places that support link to each other with long diagonal brace 2, short diagonal brace 1 one ends link to each other with gusset plate 7, and the other end links to each other with long diagonal brace 2.
Described short diagonal brace 1, horizontal support 3 and vertically support 4 strong axis and intersect on the strong axis of long diagonal brace 2.
Described short diagonal brace 1, long diagonal brace 2, horizontal support 3, vertically support 4, cramp bar 8 and being connected of end plate 9 adopt prefabrication.
Except gusset plate 7 and short diagonal brace 1, Vierendeel girder 5 and frame column 6, Vierendeel girder 10 is that the type of attachment of other members was welding outside bolt was connected with the type of attachment of frame column 6.
Contain the steel truss tubular construction of described support, it is the space tubular, and peripheral barrel need be offered in the steel frame of door opening described support is set.
The steel truss at a kind of hole of windowing that the present invention proposes supports and contains the steel truss tubular construction system of this support, can eliminate the certain magnitude of shear lag in edge of a wing framework and the web framework, under horizontal loads, the moment of flexure of beam column member can reduce greatly, diagonal supporting member with axle power from the higher stress post to transmitting than the low stress post, thereby make the axle power in the post be tending towards even.Short diagonal brace 1, long diagonal brace 2, horizontal support 3, vertically support 4, cramp bar 8 and end plate 9 be connected the employing prefabrication, can shorten on-site construction time.The present invention compares with common steel truss support, common steel truss tubular construction system, when improving structural entity lateral resisting performance, can offer the window opening mouth in the position that support is set, and makes design form more flexible, has more applicability.The present invention compares with the punching steel plate shear wall, can improve structural bearing capacity by increasing the mode that supports flange width and thickness, has avoided improving by the mode that increases steel plate thickness the method for structural bearing capacity, has saved steel using amount, has improved economic benefit.
Description of drawings
Fig. 1 is the schematic diagram of common center support form;
Fig. 2 is the schematic diagram of common eccentric supporting form;
Fig. 3 is the steel truss tubular construction system layout plan that the supporting form among the present invention all is set in the steel frame of peripheral each face of barrel;
Fig. 4 is the steel truss tubular construction system elevational schematic view at a kind of hole of windowing of the present invention;
Fig. 5 is window in the Pin steel frame floor map at hole of the steel truss tubular construction system at a kind of hole of windowing of the present invention.
Among the figure:
The short diagonal brace of 1-, the long diagonal brace of 2-, the 3-horizontal support, 4-vertically supports, 5-Vierendeel girder, 6-frame column, 7-gusset plate, 8-cramp bar, 9-end plate.
The specific embodiment
Below in conjunction with accompanying drawing embodiments of the invention are described in further detail:
Embodiment 1:
A kind of steel truss of the hole of windowing supports and contains the steel truss tubular construction system of this support, in a Pin steel frame, the window schematic diagram at hole, as shown in Figure 5, it is by Vierendeel girder 5, frame column 6, short diagonal brace 1, long diagonal brace 2, horizontal support 3, vertically support 4, gusset plate 7, cramp bar 8 and end plate 9 compositions.Wherein, Vierendeel girder 5 adopts the H shaped steel, and frame column 6 adopts square steel pipes, short diagonal brace 1, long diagonal brace 2, horizontal support 3 and vertically support 4 whole employing H shaped steel.Vierendeel girder 5 and frame column 6 rigidly connect by bolt, short diagonal brace 1, long diagonal brace 2, horizontal support 3, vertically support 4, cramp bar 8 and end plate 9 be connected the employing prefabrication.One end of gusset plate 7 is at Vierendeel girder 5, the bean column node place that frame column 6 forms, with Vierendeel girder 5 bottom flanges, 6 inboard linking to each other of frame column, long diagonal brace 2 two ends link to each other with support bar 8 respectively, support bar 8 links to each other in twos by end plate 9, form the herringbone cramp bar, make 4 long diagonal braces 2 and 8 cramp bars 8 form the tetragonal configuration of axial symmetry, the cramp bar 8 that links to each other in twos by end plate 9 is respectively in the midpoint of Vierendeel girder 5 length, the midpoint of frame column 6 length, bottom flange with Vierendeel girder 5, the inboard of frame column 6 links to each other, horizontal support 3 links to each other with vertical support 4, the configuration of forming rectangle, horizontal support 3 links to each other with long diagonal brace 2 with vertical 4 connecting places that support, and short diagonal brace 1 one ends link to each other with gusset plate 7, the other end links to each other with long diagonal brace 2, short diagonal brace 1, the strong axis of horizontal support 3 and vertical support 4 intersects on the strong axis of long diagonal brace 2.Except gusset plate 7 is that the type of attachment of other members was welding bolt was connected with the type of attachment of lacking diagonal brace 1.
Claims (5)
1. the steel truss at the hole of windowing supports, it is characterized in that: when windowing the hole, in the one Pin steel frame, 2 Vierendeel girders (5) are set altogether, 2 frame columns (6), Vierendeel girder (5) links to each other in twos with frame column (6), form the configuration of rectangle, 4 gusset plates (7) are set altogether, one end of each gusset plate (7) is respectively in Vierendeel girder (5), the bean column node place that frame column (6) forms, with Vierendeel girder (5) bottom flange, frame column (6) is inboard to link to each other, 4 long diagonal braces (2) are set altogether, 8 support bars (8), 4 end plates (9), each long diagonal brace (2) two ends links to each other with support bar (8) respectively, support bar (8) links to each other in twos by end plate (9), form the herringbone cramp bar, and make 4 long diagonal braces (2) and 8 cramp bars (8) form the tetragonal configuration of axial symmetry, wherein axis of symmetry is parallel with the length direction of frame column (6), the cramp bar (8) that links to each other in twos by end plate (9) is respectively in the midpoint of Vierendeel girder (5) length, the inboard of frame column (6), bottom flange with Vierendeel girder (5), the inboard of frame column (6) links to each other, be provided with 2 horizontal supports (3) altogether, 2 vertical support (4), horizontal support (3) links to each other with vertical support (4), the configuration of forming rectangle, horizontal support (3), vertical (4) connecting place that supports links to each other with long diagonal brace (2), short diagonal brace (1) one end links to each other with gusset plate (7), and the other end links to each other with long diagonal brace (2).
2. the steel truss according to the described a kind of hole of windowing of claim 1 supports, and it is characterized in that: described short diagonal brace (1), horizontal support (3) and the vertical strong axis that supports (4) intersect on the strong axis of long diagonal brace (2).
3. the steel truss according to the described a kind of hole of windowing of claim 1 supports, and it is characterized in that: described short diagonal brace (1), long diagonal brace (2), horizontal support (3), the vertical support are adopted prefabrication being connected of (4), cramp bar (8) and end plate (9).
4. the steel truss according to the described a kind of hole of windowing of claim 1 supports, it is characterized in that: except gusset plate (7) and short diagonal brace (1), Vierendeel girder (5) and frame column (6), Vierendeel girder (10) is that the type of attachment of other members was welding outside bolt was connected with the type of attachment of frame column (6).
5. contain claim 1 to the steel truss tubular construction of the described support of the arbitrary claim of claim 4, it is characterized in that: it is the space tubular, and peripheral barrel need be offered in the steel frame of door opening described support is set.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310146157.0A CN103233510B (en) | 2013-04-24 | 2013-04-24 | Can window hole steel truss support and containing this support steel truss tubular construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310146157.0A CN103233510B (en) | 2013-04-24 | 2013-04-24 | Can window hole steel truss support and containing this support steel truss tubular construction |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103233510A true CN103233510A (en) | 2013-08-07 |
| CN103233510B CN103233510B (en) | 2015-08-12 |
Family
ID=48881574
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310146157.0A Active CN103233510B (en) | 2013-04-24 | 2013-04-24 | Can window hole steel truss support and containing this support steel truss tubular construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103233510B (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105332447A (en) * | 2015-11-25 | 2016-02-17 | 沈阳建筑大学 | Buckling-restrained steel plate shear wall with square hole |
| CN106245768A (en) * | 2016-08-30 | 2016-12-21 | 山东建筑大学 | A kind of assembled low-rise buildings Special-Shaped Column hinged steel frame door shape supporting construction |
| CN110206368A (en) * | 2019-06-03 | 2019-09-06 | 西安建筑科技大学 | One kind is more across the control anti-buckling central support structure of power |
| CN110778021A (en) * | 2019-11-18 | 2020-02-11 | 东南大学 | High-rigidity beam structure |
| CN111749332A (en) * | 2020-07-28 | 2020-10-09 | 西安建筑科技大学 | Portal frame type dual lateral force resisting grid supporting frame |
| CN111894299A (en) * | 2020-08-10 | 2020-11-06 | 中国建筑第八工程局有限公司 | Node structure of newly-added steel column on upper structure of steel structure building and construction method thereof |
| CN112459287A (en) * | 2020-11-27 | 2021-03-09 | 上海宝冶集团有限公司 | Multi-functional precast shear force wall component reinforcing apparatus |
| CN112696075A (en) * | 2020-12-24 | 2021-04-23 | 时靖 | Frame barrel buckling support structure and construction method thereof |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006028899A (en) * | 2004-07-16 | 2006-02-02 | Showa Kogyo Kk | Column-beam joint structure at roof receiving part of steel structure |
| CN2818607Y (en) * | 2005-09-09 | 2006-09-20 | 北京工业大学 | Built-in assembled bearing eccentric cylinder of concrete truss |
| CN1839236A (en) * | 2004-11-25 | 2006-09-27 | 新日本制铁株式会社 | Structure of open wall in a steel house |
| US20060265992A1 (en) * | 2005-05-24 | 2006-11-30 | Minoru Hiragaki | Joint structure of iron framework and coupling member for connecting rectangular steel beam to rectangular steel column |
| CN201507031U (en) * | 2009-09-11 | 2010-06-16 | 大连悦泰建设工程有限公司 | Structural system of steel truss structural transition layer |
| JP2011162982A (en) * | 2010-02-08 | 2011-08-25 | Takenaka Komuten Co Ltd | Building |
| CN202023252U (en) * | 2011-02-18 | 2011-11-02 | 杭州中信钢构制造有限公司 | Square support mechanism for steel structure |
-
2013
- 2013-04-24 CN CN201310146157.0A patent/CN103233510B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006028899A (en) * | 2004-07-16 | 2006-02-02 | Showa Kogyo Kk | Column-beam joint structure at roof receiving part of steel structure |
| CN1839236A (en) * | 2004-11-25 | 2006-09-27 | 新日本制铁株式会社 | Structure of open wall in a steel house |
| US20060265992A1 (en) * | 2005-05-24 | 2006-11-30 | Minoru Hiragaki | Joint structure of iron framework and coupling member for connecting rectangular steel beam to rectangular steel column |
| CN2818607Y (en) * | 2005-09-09 | 2006-09-20 | 北京工业大学 | Built-in assembled bearing eccentric cylinder of concrete truss |
| CN201507031U (en) * | 2009-09-11 | 2010-06-16 | 大连悦泰建设工程有限公司 | Structural system of steel truss structural transition layer |
| JP2011162982A (en) * | 2010-02-08 | 2011-08-25 | Takenaka Komuten Co Ltd | Building |
| CN202023252U (en) * | 2011-02-18 | 2011-11-02 | 杭州中信钢构制造有限公司 | Square support mechanism for steel structure |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105332447A (en) * | 2015-11-25 | 2016-02-17 | 沈阳建筑大学 | Buckling-restrained steel plate shear wall with square hole |
| CN105332447B (en) * | 2015-11-25 | 2017-05-03 | 沈阳建筑大学 | Buckling-restrained steel plate shear wall with square hole |
| CN106245768A (en) * | 2016-08-30 | 2016-12-21 | 山东建筑大学 | A kind of assembled low-rise buildings Special-Shaped Column hinged steel frame door shape supporting construction |
| CN110206368A (en) * | 2019-06-03 | 2019-09-06 | 西安建筑科技大学 | One kind is more across the control anti-buckling central support structure of power |
| CN110778021A (en) * | 2019-11-18 | 2020-02-11 | 东南大学 | High-rigidity beam structure |
| CN111749332A (en) * | 2020-07-28 | 2020-10-09 | 西安建筑科技大学 | Portal frame type dual lateral force resisting grid supporting frame |
| CN111894299A (en) * | 2020-08-10 | 2020-11-06 | 中国建筑第八工程局有限公司 | Node structure of newly-added steel column on upper structure of steel structure building and construction method thereof |
| CN112459287A (en) * | 2020-11-27 | 2021-03-09 | 上海宝冶集团有限公司 | Multi-functional precast shear force wall component reinforcing apparatus |
| CN112696075A (en) * | 2020-12-24 | 2021-04-23 | 时靖 | Frame barrel buckling support structure and construction method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103233510B (en) | 2015-08-12 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103233510A (en) | Steel truss support capable of windowing and steel truss barrel structure including same | |
| CN206174504U (en) | Steel structure support | |
| CN101260692B (en) | Bearing force-free anti-knock steel support system | |
| CN202787569U (en) | Eccentric brace type steel plate shear wall | |
| CN204940886U (en) | A kind of mechanism of handling vestibule | |
| CN202324340U (en) | Combined type large steel-pipe truss | |
| CN102758493A (en) | Steel plate built-in eccentric support type steel plate shear wall | |
| US20180187406A1 (en) | Building structure, building, and building construction method | |
| CN106930557B (en) | Conjoined structure building | |
| CN202787047U (en) | Deck type triangular steel truss composite beam | |
| CN101435234A (en) | Steel tube concrete - steel support - concrete combined shear wall and manufacturing method thereof | |
| CN103243816B (en) | Can open the door hole steel truss support and containing this support steel truss tubular construction | |
| CN201991226U (en) | Flange template support structure | |
| CN204001194U (en) | Light steel truss structure integrated building system | |
| CN106906896B (en) | Construction method of conjoined structure building | |
| CN203034345U (en) | Coal transporting trestle of integral continuous steel truss | |
| CN212926973U (en) | External corner position device of encorbelmenting | |
| CN205259356U (en) | Gable face parapet post node of encorbelmenting | |
| CN108678216A (en) | A kind of steel frame shear wall structure | |
| CN211396107U (en) | Assembled shear force wall with steel sheet stud combination formula bracing | |
| CN210263361U (en) | Frame structure for reducing torsional deformation | |
| CN204850040U (en) | But assembled truss combination column structure | |
| CN202157410U (en) | Semi-rigid steel frame structure of eccentric supports | |
| CN207892026U (en) | A kind of Staggered Truss Structure Systems using part coupled column | |
| CN207296081U (en) | T-shaped assembled Steel Reinforced Concrete Shear Walls |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20200507 Address after: No. 4-2, Hexia ancient town, Huai'an District, Huai'an City, Jiangsu Province Patentee after: Jiangsu Ruicheng Construction Technology Co., Ltd Address before: 100124 Chaoyang District, Beijing Ping Park, No. 100 Patentee before: Beijing University of Technology |