CN208455880U - A kind of novel fabricated clod wash heavy wall structural steel frame-shear wall structure system - Google Patents
A kind of novel fabricated clod wash heavy wall structural steel frame-shear wall structure system Download PDFInfo
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- CN208455880U CN208455880U CN201821069319.XU CN201821069319U CN208455880U CN 208455880 U CN208455880 U CN 208455880U CN 201821069319 U CN201821069319 U CN 201821069319U CN 208455880 U CN208455880 U CN 208455880U
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Abstract
Utility model provides a kind of novel fabricated clod wash heavy wall structural steel frame-shear wall structure system and its construction method.The system includes frame column and Vierendeel girder, and the steel plate shear force wall being located in the surrounded space S of frame beam column.The Vierendeel girder is connected and fixed at node with frame column by the riser of connector.The steel plate shear force wall is connected and fixed by lipped angle and frame system.The construction method of the system includes that steel plate shear force wall is set a roof beam in place and lifted to hoisting frame trestle, solder mask cylinder, installation connecting element, installing frame.System installation is easy to operate, and speed of application is fast.Occupied area is small, saves steel using amount.Anti-seismic performance is good, and Lateral resisting ability is strong.
Description
Technical field
The utility model relates to clod wash heavy wall formed steel construction system, in particular to a kind of clod wash heavy wall structural steel frame-shearing
Wall construction system.
Background technique
Cold-rolled forming section is recognized extensively as a kind of economic, efficient, utilization rate is high section light thin wall steel
Together, currently all trades and professions play an important role.And construction industry is the most important user of cold-rolled forming section, external prosperity state
Family's construction industry has accounted for the 40%~70% of its construction(al)steel with cold-rolled forming section.Production existing more than 40 years of China's cold-rolled forming section are gone through
History, so far yield steady-state growth, equipment capacity constantly expand, and kind is increasing, and potential market ability is larger, wherein
Clod wash heavy wall fashioned iron is because it is with higher intensity, preferable ductility and wide applicability, by domestic and foreign scholars
Extensive concern, also will become from now on cold-rolled forming section development important trend.
In the common structural system of engineering, Frame _ Shear Wall Structure system has preferable anti-seismic performance, from heavy and light
Occupied area is small, and space using flexible, construction and installation are convenient, and connection is body between bean column node connection and frame and shear wall
It is the critical issue of development.Previous bean column node connection generallys use welding or is bolted, but welding node anti-seismic performance
It is poor, and site welding leads to long construction period, quality is difficult to ensure；Although and use high-strength bolt connection anti-seismic performance compared with
It is good, but for closed cross-section, then there is bolt and tightens the problems such as difficult, construction is cumbersome.In addition, in hollow square steel tubing string-
In beam connecting node, mostly occur greatly post jamb tensile failure, and the common angle steel at steel plate shear force wall and beam-to-column joint is also easy to happen
Local buckling deformation.
Utility model content
The purpose of the utility model is to provide to solve problems of the prior art.
To realize the utility model aim and the technical solution adopted is that a kind of such, novel fabricated clod wash heavy wall type
Steel frame-shear wall structure system, including frame column and Vierendeel girder, and the steel plate being located in the surrounded space S of frame beam column
Shear wall.
The frame column is rectangle clod wash heavy wall steel column.The frame column is arranged with outer sleeve at beam-to-column joint.Institute
The surrounding post jamb for stating outer sleeve and frame column welds.Connector is disposed at the outer sleeve.The connector includes end plate, with
And with the vertically arranged riser of end plate.Connector there are two being respectively arranged on the opposite side post jamb of adjacent two frame columns.Institute
Connector is stated to be arranged at beam-to-column joint.The connector is fixedly connected by unilateral bolt with frame column.The unilateral bolt
Screw rod sequentially pass through the post jamb of end plate, corresponding outer sleeve and frame column.
The Vierendeel girder is Rolled H-section beam.The both ends of the frame web are tight with the riser that is correspondingly connected with part respectively
It pastes and is connected by high-strength bolt.The frame column and Vierendeel girder collectively form frame system.
The steel plate shear force wall is arranged in the space S that frame beam column is surrounded.The steel plate shear force wall passes through flanging angle
Steel is connected and fixed with frame system.
Further, it is reinforced with ribbed stiffener in advance in the two sides plate face of the steel plate shear force wall.
Further, the outer sleeve is made of four blocks of pasting boards for being welded in frame column surrounding post jamb.It is welded between four blocks of pasting boards
It connects in succession.
The utility model is also disclosed a kind of using novel fabricated clod wash heavy wall fashioned iron frame made from above-mentioned construction method
Frame-shear wall structure system, including frame column and Vierendeel girder, and the steel plate shearing being located in the surrounded space S of frame beam column
Wall.
The frame column is arranged with outer sleeve at beam-to-column joint.The welding of the surrounding post jamb of the outer sleeve and frame column.
Connector is disposed at the outer sleeve.The connector includes end plate, and with the vertically arranged riser of end plate.The end plate
It is fixedly connected by unilateral bolt with the post jamb of corresponding outer sleeve and frame column.
The Vierendeel girder is connected and fixed at node with frame column by the riser of connector.The steel plate shear force wall passes through
Lipped angle is connected and fixed with frame system.
Having the technical effect that for the utility model is unquestionable:
A. component passes through prefabrication, the direct prefabricated construction in construction site；Install easy to operate, speed of application is fast；
B. occupied area is small, saves steel using amount；
C. anti-seismic performance is good, and Lateral resisting ability is strong.
Detailed description of the invention
Fig. 1 is architectural schematic；
Fig. 2 is frame structure system structural schematic diagram；
Fig. 3 is beam-to-column joint relational graph；
Fig. 4 is lipped angle and steel plate shear force wall annexation figure；
Fig. 5 is steel plate shear force wall and frame column annexation figure；
Fig. 6 is steel plate shear force wall and Vierendeel girder annexation figure.
In figure: space S, frame column 1, Vierendeel girder 2, lipped angle 3, connection limb I 301, connection limb II 302, connector 4,
End plate 401, riser 402, outer sleeve 5, pasting board 501, steel plate shear force wall 6, ribbed stiffener 601, connecting plate 7.
Specific embodiment
Below with reference to embodiment, the utility model is described in further detail, but should not be construed the above-mentioned master of the utility model
Topic range is only limitted to following embodiments.It is common according to this field in the case where not departing from the above-mentioned technical idea of the utility model
Technological know-how and customary means make various replacements and change, should all include within the protection scope of the present utility model.
Embodiment 1:
Referring to Fig. 1, the present embodiment discloses a kind of thick using novel fabricated clod wash made from construction method described in embodiment 1
Wall-shaped steel frame-shear wall structure system, including frame column 1 and Vierendeel girder 2, and be located in the surrounded space S of frame beam column
Steel plate shear force wall 6.
Frame _ Shear Wall Structure system is said by taking adjacent two frame columns 1 and corresponding two frame girders 2 as an example
It is bright.
Referring to fig. 2, the frame column 1 is rectangle clod wash heavy wall steel column.The frame column 1 is at two at beam-to-column joint
It is arranged with outer sleeve 5.The outer sleeve 5 is made of four blocks of pasting boards 501 for being welded in 1 surrounding post jamb of frame column.Four blocks of pasting boards
It is welded to connect between 501.It is respectively arranged that there are two connectors 4 on first frame column and the opposite side post jamb of the second frame column.
The connector 4 is arranged at beam-to-column joint.
Referring to Fig. 3, the connector 4 include end plate 401, and with the vertically arranged riser 402 of end plate 401.The end
Plate 401 and the vertical arrangement of riser 402.The connector 4 is fixedly connected by unilateral bolt with frame column 1.The unilateral spiral shell
The screw rod of bolt sequentially passes through the post jamb of end plate 401, corresponding pasting board 501 and frame column 1.
The Vierendeel girder 2 is Rolled H-section beam.The two frame girders 2 by riser 402 at node with frame column 1
It is connected and fixed.It is close to respectively with the riser 402 for being correspondingly connected with part 4 and is connected by high-strength bolt in the both ends of 2 web of Vierendeel girder
It connects.
Referring to figs. 5 and 6, it is reinforced with ribbed stiffener 601 in advance in the two sides plate face of the steel plate shear force wall 6.It is described to put more energy into
It is attached between rib 601 and steel plate shear force wall 6 using tapping screw.The steel plate shear force wall 6 passes through lipped angle 3 and frame
System is connected and fixed.Frame column 1 and the connection of Vierendeel girder 2 form frame system, and steel plate shear force wall 6 is arranged in frame, forms frame
Frame-shear wall system.
The lipped angle 3 includes connection limb I 301 and connection limb II 302.The connection limb I 301 and connection limb II 302
End has inner bead.The two sides of 6 plate face of steel plate shear force wall are respectively disposed with 4 lipped angles 3.Lipped angle 3 is arranged in steel
At the four edges of plate shear wall 6.Horizontally disposed lipped angle 3 is labeled as the first lipped angle, the lipped angle 3 arranged vertically
Labeled as the second lipped angle.The connection limb I 301 and steel plate shear force wall 6 of first lipped angle are carried out using tapping screw 9
Connection, connection limb II 302 and the flange plate of Vierendeel girder 2 are attached using tapping screw 9.The connection of second lipped angle
Limb I 301 is attached with steel plate shear force wall 6 using tapping screw 9, and the post jamb of connection limb II 302 and frame column 1 uses self tapping
Screw 9 is attached.It is connected between first lipped angle and the second adjacent lipped angle using connecting plate 7.
The present embodiment uses main bearing member of the clod wash heavy wall fashioned iron as Frame _ Shear Wall Structure system.In beam column
Junction is thickeied the post jamb at node by outer sleeve 5.For the present embodiment by all composition components of prefabrication, construction is existing
Field only needs solder mask cylinder, and rest part directlys adopt unilateral bolt, high-strength bolt and tapping screw, and splicing prefabricated components are complete
At, it accelerates construction progress, saves the time, development of the promotion assembled architecture in China.The present embodiment significantly improves beam column section
Point intensity, the anti-seismic performance of enhancing structure, fabricated construction speed is fast, and the influence to environment is small.
Claims (3)
1. a kind of novel fabricated clod wash heavy wall structural steel frame-shear wall structure system, it is characterised in that: including frame column (1)
With Vierendeel girder (2), and the steel plate shear force wall (6) being located in the surrounded space S of frame beam column；
The frame column (1) is rectangle clod wash heavy wall steel column；The frame column (1) is arranged with outer sleeve at beam-to-column joint
(5)；The surrounding post jamb of the outer sleeve (5) and frame column (1) welds；Connector (4) are disposed at the outer sleeve (5)；Institute
Stating connector (4) includes end plate (401), and with end plate (401) vertically arranged riser (402)；Adjacent two frame columns (1)
There are two being respectively arranged on opposite side post jamb connector (4)；The connector (4) is arranged at beam-to-column joint；The company
Fitting (4) is fixedly connected by unilateral bolt with frame column (1)；The screw rod of the unilateral bolt sequentially passes through end plate (401), right
Answer the post jamb of outer sleeve (5) and frame column (1)；
The Vierendeel girder (2) is Rolled H-section beam；The both ends of Vierendeel girder (2) web respectively be correspondingly connected with the perpendicular of part (4)
Plate (402) is close to and is connected by high-strength bolt；The frame column (1) and Vierendeel girder (2) collectively form frame system；
The steel plate shear force wall (6) is arranged in the space S that frame beam column is surrounded；The steel plate shear force wall (6) passes through crimping
Angle steel (3) is connected and fixed with frame system.
2. a kind of novel fabricated clod wash heavy wall structural steel frame-shear wall structure system according to claim 1, special
Sign is: being reinforced with ribbed stiffener (601) in advance in the two sides plate face of the steel plate shear force wall (6).
3. a kind of novel fabricated clod wash heavy wall structural steel frame-shear wall structure system according to claim 1, special
Sign is: the outer sleeve (5) is made of four pieces of pasting boards (501) for being welded in frame column (1) surrounding post jamb；Four blocks of pasting boards
(501) it is welded to connect between.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821069319.XU CN208455880U (en) | 2018-07-06 | 2018-07-06 | A kind of novel fabricated clod wash heavy wall structural steel frame-shear wall structure system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821069319.XU CN208455880U (en) | 2018-07-06 | 2018-07-06 | A kind of novel fabricated clod wash heavy wall structural steel frame-shear wall structure system |
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| CN208455880U true CN208455880U (en) | 2019-02-01 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201821069319.XU Active CN208455880U (en) | 2018-07-06 | 2018-07-06 | A kind of novel fabricated clod wash heavy wall structural steel frame-shear wall structure system |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112360010A (en) * | 2020-11-20 | 2021-02-12 | 白音洁 | Anti-seismic light steel framework shear wall with external wall insulation system |
-
2018
- 2018-07-06 CN CN201821069319.XU patent/CN208455880U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112360010A (en) * | 2020-11-20 | 2021-02-12 | 白音洁 | Anti-seismic light steel framework shear wall with external wall insulation system |
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