CN112064823A - A steel plate shear wall - Google Patents
A steel plate shear wall Download PDFInfo
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- CN112064823A CN112064823A CN202010756017.5A CN202010756017A CN112064823A CN 112064823 A CN112064823 A CN 112064823A CN 202010756017 A CN202010756017 A CN 202010756017A CN 112064823 A CN112064823 A CN 112064823A
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 32
- 239000010959 steel Substances 0.000 title claims abstract description 32
- 230000000903 blocking effect Effects 0.000 claims abstract description 36
- 230000003014 reinforcing effect Effects 0.000 claims description 12
- 230000004888 barrier function Effects 0.000 abstract description 3
- 238000005034 decoration Methods 0.000 abstract description 2
- 230000000712 assembly Effects 0.000 abstract 3
- 238000000429 assembly Methods 0.000 abstract 3
- 238000010586 diagram Methods 0.000 description 3
- 230000002159 abnormal effect Effects 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000009413 insulation Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000009916 joint effect Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
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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
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
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Abstract
Description
技术领域technical field
本发明涉及剪力墙技术领域,具体涉及一种钢板剪力墙。The invention relates to the technical field of shear walls, in particular to a steel plate shear wall.
背景技术Background technique
中国专利申请号201810955984.7公开了一种矩管波纹钢板剪力墙及其构件,包括有若干冷弯方钢管、H型钢构成的钢框架,钢框架中设置有波纹钢板,横截面为矩形的方钢管中浇筑混凝土构成的边缘柱、H型钢梁和与方钢管等宽的梯形波纹钢板墙片组成剪力墙结构,这种剪力墙存在缺陷,波纹钢板的外壁多处弯曲,不方便后续的装修。Chinese Patent Application No. 201810955984.7 discloses a rectangular tube corrugated steel plate shear wall and its components, including a steel frame composed of a number of cold-formed square steel pipes and H-beams, the steel frame is provided with corrugated steel plates, and the cross section is a rectangular square steel pipe The edge column, H-shaped steel beam and the trapezoidal corrugated steel plate wall piece with the same width as the square steel pipe constitute the shear wall structure. This kind of shear wall has defects, and the outer wall of the corrugated steel plate is bent in many places, which is inconvenient for subsequent furnish.
发明内容SUMMARY OF THE INVENTION
本发明的目的在于克服上述技术不足,提供一种钢板剪力墙,解决现有技术中剪力墙的波纹钢板多处弯曲到时不易装修的技术问题。The purpose of the present invention is to overcome the above-mentioned technical deficiencies, provide a steel plate shear wall, and solve the technical problem that the corrugated steel plate of the shear wall in the prior art is not easy to decorate when it is bent in many places.
为达到上述技术目的,本发明的技术方案提供一种钢板剪力墙,其特征在于,包括:In order to achieve the above-mentioned technical purpose, the technical scheme of the present invention provides a steel plate shear wall, which is characterized in that, comprising:
连接组件,包括第一端板、第二端板,所述第一端板、第二端板相互平行且间隔设置,所述第二端板相对所述第一端板的一侧向内开设有两个滑槽,每一所述滑槽均沿所述第二端板的长度方向设置;The connecting assembly includes a first end plate and a second end plate, the first end plate and the second end plate are arranged parallel to each other and spaced apart from each other, and the second end plate opens inwardly relative to one side of the first end plate There are two chutes, each of which is arranged along the length direction of the second end plate;
两个阻隔组件,两个所述阻隔组件设置于所述第一端板与所述第二端板之间且分别设置于所述第一端板的两侧,所述阻隔组件与所述滑槽一一对应,每一个所阻隔组件包括第一固定板、阻隔板,所述第一固定板连接于所述第一端板,所述阻隔板的一端可滑动插设于所述滑槽、另一端可拆卸连接于所述第一固定板;Two blocking components, the two blocking components are arranged between the first end plate and the second end plate and are respectively arranged on both sides of the first end plate, the blocking components and the sliding The grooves correspond one by one, each blocked component includes a first fixing plate and a blocking plate, the first fixing plate is connected to the first end plate, and one end of the blocking plate can be slidably inserted into the chute, the other end is detachably connected to the first fixing plate;
波形板组件,包括波形板,所述波形板设置于两个所述阻隔板之间,所述波形板的两端分别连接于所述第一端板、第二端板,所述波形板的竖直截面呈波纹状,所述波形板沿竖直方向具有交替排布的凹部和凸部。The corrugated plate assembly includes a corrugated plate, the corrugated plate is arranged between the two blocking plates, the two ends of the corrugated plate are respectively connected to the first end plate and the second end plate, and the corrugated plate is The vertical section is corrugated, and the corrugated plate has alternately arranged concave parts and convex parts along the vertical direction.
与现有技术相比,本发明的有益效果包括:在进行装配时,将各个部件运抵至施工现场,将第一端板、第二端板通过螺栓连接于钢梁,通过设置阻隔板,使得工人便于在平整的阻隔板上进行装修,且阻隔板能够起到隔声和抗冲击等作用。Compared with the prior art, the beneficial effects of the present invention include: when assembling, each component is transported to the construction site, the first end plate and the second end plate are connected to the steel beam by bolts, and by arranging a blocking plate, It makes it easy for workers to decorate on the flat barrier board, and the barrier board can play the role of sound insulation and impact resistance.
附图说明Description of drawings
图1是本发明的三维示意图;Fig. 1 is the three-dimensional schematic diagram of the present invention;
图2是本发明的结构示意图;Fig. 2 is the structural representation of the present invention;
图3是沿图2中A—A线的剖视图;Fig. 3 is a sectional view along line A-A in Fig. 2;
图4是图3中B处的局部放大示意图;Fig. 4 is the partial enlarged schematic diagram of B place in Fig. 3;
图5是本发明隐藏两个阻隔板后的三维示意图。FIG. 5 is a three-dimensional schematic diagram of the present invention after hiding two blocking plates.
具体实施方式Detailed ways
为了使本发明的目的、技术方案及优点更加清楚明白,以下结合附图及实施例,对本发明进行进一步详细说明。应当理解,此处所描述的具体实施例仅仅用以解释本发明,并不用于限定本发明。In order to make the objectives, technical solutions and advantages of the present invention clearer, the present invention will be further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are only used to explain the present invention, but not to limit the present invention.
本发明提供了一种钢板剪力墙,如图1至5所示,包括连接组件1、两个阻隔组件2、波形板组件3,连接组件1包括第一端板11、第二端板12,第一端板11、第二端板12相互平行且间隔设置,第二端板12相对第一端板11的一侧向内开设有两个滑槽,每一滑槽均沿第二端板12的长度方向设置。The present invention provides a steel plate shear wall, as shown in FIGS. 1 to 5 , comprising a connecting component 1 , two
两个阻隔组件2设置于第一端板11与第二端板12之间且分别设置于第一端板11的两侧,阻隔组件2与滑槽一一对应,每一个所阻隔组件2包括第一固定板21、阻隔板22,第一固定板21连接于第一端板11,阻隔板22的一端可滑动插设于滑槽、另一端可拆卸连接于第一固定板21。The two
阻隔板22可以为各种有壳固定的材质,具体的,本申请中的阻隔板22为石棉水泥的混合物固化形成。The blocking
阻隔板22通过螺栓和固定螺母的方式可拆卸连接于第一固定板21,但阻隔板22与第一固定板21的连接方式不限定于此。The
波形板组件3包括波形板31,波形板31设置于两个阻隔板22之间,波形板31的两端分别连接于第一端板11、第二端板12,波形板31的竖直截面呈波纹状,波形板31沿竖直方向具有交替排布的凹部和凸部。The
波形板3的截面的形状可以为正弦形、折线形,具体的,波形板3的截面的形状为正弦形。The shape of the cross-section of the
具体的,钢板剪力墙还包括第一固定块4、第二固定块5、两个加强组件6,第一固定块4和第二固定块5分别设置于波形板31的两侧,第一固定块4相对波形板31的凹部设置且其靠近波形板31的一侧贴合波形板31的凹部,第二固定块5相对波形板31的凸部设置且其靠近波形板31的一侧贴合波形板31的凸部,两个加强组件6设置于波形板31的两侧且分别相对第一固定块4和第二固定块5设置,加强组件6的两端分别连接于第一端板11和第二端板12,加强组件6还连接于相对应的第一固定块4和第二固定块5。Specifically, the steel plate shear wall further includes a first fixing block 4, a
具体的,每一加强组件6包括至少一个第二固定板61、至少一个第三固定板62、至少两个固定条63,第二固定板61设置于第一端板11与第二端板12之间并连接于第一端板11,第三固定板62设置于第一端板11与第二端板12之间并连接于第二端板12,至少两个固定条63相互平行且间隔设置,固定条63的两端分别可拆卸连接于第二固定板61、第三固定板62,固定条63还连接于相对应的第一固定块4或者第二固定块5。Specifically, each reinforcement assembly 6 includes at least one
优选的,第二固定板61设置于波形板31与第一固定板21之间,且第二固定板61沿注竖直方向的宽度大于第一固定板21沿竖直方向的宽度。Preferably, the
使得固定条63和第二固定板61的连接处与阻隔板22与第一固定板21的连接处错开,避免影响阻隔板22的安装。The connection between the
具体的,第二固定板61、第三固定板62的截面均呈L形,第二固定板61的一直角边连接于第一端板11、另一直角边通过螺栓连接于固定条63的一端,第三固定板62的一直角边连接于第二端板12、另一直角边通过螺栓连接于固定条63的另一端。Specifically, the cross-sections of the
第二固定板61和第三固定板62的数量可以为一个、两个、三个、四个等,具体的,第二固定板61和第三固定板62的数量均为两个,两个第二固定板61相互平行且间隔设置,两个第三固定板62相互平行且间隔设置,但第二固定板61和第三固定板62的数量不限定于此。The number of the
固定条63的数量可以为两个、三个、四个等,具体的,固定条63的数量为两个,两个固定条63相互平行且间隔设置,固定条63与第二固定板61一一对应设置,固定条63与第三固定板62一一对应设置,但固定条63的数量不限定于此。The number of the
具体的,第一端板11沿竖直方向开设有多个第一固定孔,多个第一固定孔沿第一端板11的长度方向间隔分布,第二端板12沿竖直方向开设有多个第二固定孔,多个第二固定孔沿第二端板12的长度方向间隔分布。Specifically, the
第二固定板61与固定条63一一对应设置,第三固定板62与固定条63一一对应设置,每一加强组件6包括两个第二固定板61、两个第三固定板62,两个第二固定板61间隔设置,第二固定板61相对第一固定孔开设有第三固定孔,两个第三固定板62间隔设置,第三固定板62相对第二固定板开设有第四固定孔。The
具体的,第一固定块4、第二固定块5均设置于波形板31的中部,每一固定条63相对波形板31的中部开设有通孔,每一加强组件6还包括至少两个连接件64,连接件64与固定条63一一对应设置,每一连接件64包括螺柱641、连接螺母642,螺柱641的一端连接于相对应的第一固定块4或者第二固定块5,螺柱641的另一端穿过相对应的固定条63的通孔,连接螺母642螺纹连接于螺柱641并设置于固定条63运离波形板31的一侧。Specifically, the first fixing block 4 and the
每一连接件64还包括弹簧643,弹簧643套设于螺柱641且其一端抵接于相对应的第一固定块4或者第二固定块5,弹簧643的另一端抵接于固定条63。Each connecting
优选的,每一连接件64还包括橡胶垫片644,橡胶垫片644设置于相对应的第一固定块4与波形板31之间或者设置于第二固定块5与波形板31之间,橡胶垫片644连接于相对应的第一固定块4或者第二固定块5。Preferably, each connecting
通过设置橡胶垫片644,能避免两个第一固定块4、第二固定块5与硬物波形板31之间撞击发出异响。By arranging the
优选的,每一连接件64还包括橡胶垫圈645,橡胶垫圈645套设于螺柱641并设置于连接螺母642与固定条63之间,橡胶垫圈645连接于连接螺母642。Preferably, each connecting
波形板31挤压弹簧643时,螺柱641会相对通孔滑动,波形板31复位时,连接螺母642会向靠近固定条63的方向一端,通过设置橡胶垫圈645,避免连接螺母642靠近固定条63时撞击固定条63发出异响。When the
波形板组件3还包括多个第一肋板32和多个第二肋板33,多个第一肋板32分别设置于波形板31的两侧,位于波形板31的一侧的第一肋板32相互平行且间隔设置,第一肋板32的一侧与波形板31连接、另一侧连接于第一端板11,多个第二肋板33分别设置于波形板31的两侧,位于波形板31的一侧的第二肋板33相互平行且间隔设置,第二肋板33的一侧与波形板31连接、另一侧连接于第二端板12。The
具体的,第一肋板32和第二肋板33的截面呈直角三角形,第一肋板32的两直角边分别连接于波形板31和第一端板11,第二肋板33的两直角边分别连接于波形板31第二端板12。Specifically, the cross section of the
第一肋板32和第二肋板33的数量可以为三个、四个、五个等,具体的,第一肋板32和第二肋板33的数量均为八个,但第一肋板32和第二肋板33的数量不限定于此。The number of the
本发明的具体工作流程:在进行装配时,将各个部件运抵至施工现场,将第一端板11、第二端板12通过螺栓连接于钢梁,对第一端板11、第二端板12进行固定时,将第二固定板61的第三固定孔对准对应的第一固定孔,将第三固定板62的第四固定孔对准对应的第二固定孔,螺栓的螺纹端穿过第三固定孔、第一固定孔并螺纹连接于钢梁,螺栓的螺纹端穿过第四固定孔、第二固定孔并螺纹连接于钢梁,对第一端板11和第二端板12进行固定的同时对第二固定板61和第三固定板62进行了固定,然后安装第一固定块4和第二固定块5,第一固定块4和第二固定块5在螺柱641和弹簧643的共同作用下固定于相对应的固定条63和波形管,固定第一固定块4和第二固定块5时,向将弹簧643套设于螺柱641,然后对转动连接螺母642,使得第一固定块4和第二固定块5压缩相对应的弹簧643,然后将第一固定块4、第二固定块5分别抵接于波形板31,然后拧松三圈连接螺母642,使得弹簧643将第一固定块4、第二固定块5压紧在波形板31上,实现了第一固定块4、第二固定块5的固定,然后在将阻隔板22的一端可滑动插设于相对应的滑槽并将阻隔板22的另一端螺纹连接于相对应的第一固定板21,实现了阻隔板22的固定,通过设置阻隔板22,使得工人便于在平整的阻隔板22上进行装修,且阻隔板22能够起到防火、防潮、隔声和抗冲击等作用。The specific work flow of the present invention: when assembling, each component is transported to the construction site, the
截面呈正弦形的波形板31具有较大抗侧承载力。The
当钢板剪力墙承受载荷时会使得波形板31的中部鼓曲,通过设置了第一固定块4、第二固定块5,将使得波形板31频繁鼓曲的力用于压缩弹簧643,通过弹簧643的形变进行吸能,波形板31复位时,由于第一固定块4、第二固定块5的贴合,避免波形板31形变时发出噪音,且能加强波形板31的结构强度。When the steel plate shear wall is under load, the middle part of the
以上所述本发明的具体实施方式,并不构成对本发明保护范围的限定。任何根据本发明的技术构思所做出的各种其他相应的改变与变形,均应包含在本发明权利要求的保护范围内。The specific embodiments of the present invention described above do not limit the protection scope of the present invention. Any other corresponding changes and modifications made according to the technical concept of the present invention shall be included in the protection scope of the claims of the present invention.
Claims (6)
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN113684948A (en) * | 2021-08-19 | 2021-11-23 | 黄勇 | Prefabricated combination assembled steel sheet shear force wall |
Citations (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH11222972A (en) * | 1998-02-05 | 1999-08-17 | Juken Sangyo Co Ltd | Corrugated material built-in type wall structure |
| CN2622273Y (en) * | 2003-01-15 | 2004-06-30 | 有利华建筑预制件(深圳)有限公司 | Full board combination partition wall |
| CN101280586A (en) * | 2007-04-03 | 2008-10-08 | 宁波大学 | Profiled steel plate-bamboo plywood composite floor slab and manufacturing method thereof |
| JP2009161984A (en) * | 2008-01-07 | 2009-07-23 | Takenaka Komuten Co Ltd | Corrugated steel plate earthquake-resisting wall |
| JP2009249917A (en) * | 2008-04-07 | 2009-10-29 | Takenaka Komuten Co Ltd | Corrugated steel plate earthquake-resisting wall |
| CN202298986U (en) * | 2011-10-17 | 2012-07-04 | 广州赫福高活动隔音屏风制品有限公司 | Steel structure and steel structure device |
| CN104746774A (en) * | 2015-04-01 | 2015-07-01 | 同济大学 | Beam through type corrugated steel plate energy consumption shear wall structure |
| CN205329909U (en) * | 2015-12-30 | 2016-06-22 | 天津大学 | Ripple clamp core steel plate wall cracks in both sides |
| CN206737193U (en) * | 2017-05-19 | 2017-12-12 | 深圳市博之雅新材料科技有限公司 | A kind of Building Fire Protection wall |
| CN107489207A (en) * | 2017-07-07 | 2017-12-19 | 同济大学 | The integrated wall of anti-seismic heat-preservation sound insulation |
| CN107514075A (en) * | 2017-07-31 | 2017-12-26 | 浙江中南建设集团钢结构有限公司 | Waveform list steel plate wall system and its construction method |
| CN108894363A (en) * | 2018-08-21 | 2018-11-27 | 重庆钢结构产业有限公司 | Quarter bend corrugated steel shear wall and its component |
| CN109629713A (en) * | 2018-12-04 | 2019-04-16 | 重庆大学 | A kind of clod wash heavy wall structural steel frame-buckling-restrained slotted steel plate shear wall system |
-
2020
- 2020-07-31 CN CN202010756017.5A patent/CN112064823B/en active Active
Patent Citations (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH11222972A (en) * | 1998-02-05 | 1999-08-17 | Juken Sangyo Co Ltd | Corrugated material built-in type wall structure |
| CN2622273Y (en) * | 2003-01-15 | 2004-06-30 | 有利华建筑预制件(深圳)有限公司 | Full board combination partition wall |
| CN101280586A (en) * | 2007-04-03 | 2008-10-08 | 宁波大学 | Profiled steel plate-bamboo plywood composite floor slab and manufacturing method thereof |
| JP2009161984A (en) * | 2008-01-07 | 2009-07-23 | Takenaka Komuten Co Ltd | Corrugated steel plate earthquake-resisting wall |
| JP2009249917A (en) * | 2008-04-07 | 2009-10-29 | Takenaka Komuten Co Ltd | Corrugated steel plate earthquake-resisting wall |
| CN202298986U (en) * | 2011-10-17 | 2012-07-04 | 广州赫福高活动隔音屏风制品有限公司 | Steel structure and steel structure device |
| CN104746774A (en) * | 2015-04-01 | 2015-07-01 | 同济大学 | Beam through type corrugated steel plate energy consumption shear wall structure |
| CN205329909U (en) * | 2015-12-30 | 2016-06-22 | 天津大学 | Ripple clamp core steel plate wall cracks in both sides |
| CN206737193U (en) * | 2017-05-19 | 2017-12-12 | 深圳市博之雅新材料科技有限公司 | A kind of Building Fire Protection wall |
| CN107489207A (en) * | 2017-07-07 | 2017-12-19 | 同济大学 | The integrated wall of anti-seismic heat-preservation sound insulation |
| CN107514075A (en) * | 2017-07-31 | 2017-12-26 | 浙江中南建设集团钢结构有限公司 | Waveform list steel plate wall system and its construction method |
| CN108894363A (en) * | 2018-08-21 | 2018-11-27 | 重庆钢结构产业有限公司 | Quarter bend corrugated steel shear wall and its component |
| CN109629713A (en) * | 2018-12-04 | 2019-04-16 | 重庆大学 | A kind of clod wash heavy wall structural steel frame-buckling-restrained slotted steel plate shear wall system |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113684948A (en) * | 2021-08-19 | 2021-11-23 | 黄勇 | Prefabricated combination assembled steel sheet shear force wall |
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