CN106639130A - A wooden wall panel with oblique steel strips for cold-formed thin-walled steel composite walls - Google Patents
A wooden wall panel with oblique steel strips for cold-formed thin-walled steel composite walls Download PDFInfo
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- CN106639130A CN106639130A CN201611008045.9A CN201611008045A CN106639130A CN 106639130 A CN106639130 A CN 106639130A CN 201611008045 A CN201611008045 A CN 201611008045A CN 106639130 A CN106639130 A CN 106639130A
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/44—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose
- E04C2/46—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose specially adapted for making walls
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Abstract
本发明公开了一种用于冷弯薄壁型钢组合墙体的带有斜钢带的木墙板,包括由木质横梁和纵梁组成的墙板骨架、贴附在所述墙板骨架两侧面的蒙皮木板、所述蒙皮木板与墙体骨架合围的空腔内填充有轻质泡沫,所述墙板骨架顶部及底端分别设置有相匹配的凸起和凹槽,所述墙板骨架的纵梁对角之间交叉连接有斜钢带。本发明质量较轻、体积较小,有效降低了运输难度、运输成本及安装难度;较实心木板有更好的保温隔音效果和减震耗能效果,同时木骨架上钢带按约45度方向上双向布置,大致符合木板拉压应力迹线方向,充分发挥钢带的性能,消耗大部分在往复水平荷载作用下产生的能量,同时减少木骨架螺栓的剪切破坏现象,提高其抗震性能,安全性较高。
The invention discloses a wooden wallboard with inclined steel strips for cold-formed thin-walled steel composite walls, which comprises a wallboard skeleton composed of wooden beams and longitudinal beams, attached to both sides of the wallboard skeleton The skinned wooden board, the cavity surrounded by the skinned wooden board and the wall skeleton is filled with light foam, the top and bottom of the wallboard skeleton are respectively provided with matching protrusions and grooves, and the wallboard Diagonal steel strips are cross-connected between the longitudinal beams of the skeleton. The invention is lighter in weight and smaller in size, effectively reducing the difficulty of transportation, transportation cost and installation difficulty; it has better thermal insulation and sound insulation effects and shock absorption and energy consumption effects than solid wood boards. The upper and lower two-way layout roughly conforms to the direction of the tensile and compressive stress traces of the wooden board, fully exerts the performance of the steel belt, consumes most of the energy generated under the reciprocating horizontal load, and reduces the shear failure of the wooden frame bolts, improving its seismic performance. Higher security.
Description
技术领域technical field
本发明属于建筑技术领域,涉及一种用于构成冷弯薄壁型钢组合墙体的墙面板的木墙板。The invention belongs to the technical field of construction, and relates to a wooden wall panel used for forming a wall panel of a cold-formed thin-walled steel composite wall.
背景技术Background technique
冷弯薄壁型钢结构住宅的结构形式源于轻型木结构住宅。为改善传统木结构用木量大但未能充分发挥木材性能的状况,顺应保护环境、节约资源的趋势,弥补传统轻型木结构建筑所存在的譬如层数较低、建筑面积较小等缺点,一类以冷弯薄壁型钢作为墙骨架,以木板作为墙面板的钢木组合墙体被大量地运用于冷弯薄壁型钢结构房屋体系中。在钢木组合墙板中,由木板构成的墙面板不仅是主要的保温、隔热、隔音构件,而且是抵抗风荷载、水平地震作用等水平力的主要抗剪构件。因此,对构成钢木组合墙体的木墙板进行优化和改进具有重要的意义。The structural form of the cold-formed thin-walled steel structure residence is derived from the light wood structure residence. In order to improve the situation that the traditional wood structure uses a lot of wood but fails to give full play to the performance of wood, conform to the trend of protecting the environment and saving resources, and make up for the shortcomings of traditional light wood structure buildings such as low number of floors and small building area, etc., A type of steel-wood composite wall with cold-formed thin-walled steel as the wall skeleton and wood boards as wall panels is widely used in cold-formed thin-walled steel structure housing systems. In steel-wood composite wall panels, the wall panels made of wood panels are not only the main thermal insulation, heat insulation, and sound insulation components, but also the main shear components that resist horizontal forces such as wind loads and horizontal earthquakes. Therefore, it is of great significance to optimize and improve the wooden wall panels constituting the steel-wood composite wall.
目前,国内多采用从北美引进的钢木组合墙体的施工技术,该技术要求在施工现场将两块与楼层等高的木板固定在型钢墙骨架的两侧,并使用螺钉将木板边缘与型钢翼缘连接。这种常见的墙面木板存在的主要问题有:At present, the construction technology of steel-wood composite walls imported from North America is mostly used in China. This technology requires that two boards of the same height as the floor be fixed on both sides of the steel wall skeleton at the construction site, and the edges of the boards are connected with the steel wall by screws. Flange connection. The main problems with this common wall plank are:
1. 覆面木板的体积较大,不利于运输和施工现场的安装,增加了运输成本、施工成本以及施工时间;1. The large volume of cladding boards is not conducive to transportation and installation on the construction site, which increases transportation costs, construction costs and construction time;
2. 覆面木板的安装需要使用大量螺钉,施工工序繁琐,施工周期较长,降低了施工速度和效率;2. The installation of cladding boards requires a large number of screws, the construction process is cumbersome, and the construction period is long, which reduces the construction speed and efficiency;
3. 覆面木板和型钢所构成的空心墙体的保温、隔音、防火性能较差;3. The hollow wall composed of cladding boards and section steel has poor thermal insulation, sound insulation and fire prevention performance;
4. 覆面木板结构上的贡献较小,木材性能利用率较低;4. The structural contribution of cladding wood panels is small, and the utilization rate of wood performance is low;
5. 覆面木板与钢立柱之间的连接方式为螺钉连接,能量大多耗散在螺钉剪切破坏上,使得该结构体系容易失稳。5. The connection between the cladding board and the steel column is screw connection, and most of the energy is dissipated in the shear failure of the screw, which makes the structural system prone to instability.
6. 现在常见的覆面板木板多数采用从国外引进的定向刨花板,并非国内主流的木结构板材,成本较高。6. Most of the common cladding panels now use oriented strand board imported from abroad, which is not the mainstream wood structure panel in China, and the cost is relatively high.
近些年,国内学者针对构成钢木组合墙体的木墙板进行了一定的研究,提出了一些新型的木墙板。但现有的新型木墙板仍存在抗震性能较差,抗剪承载力不足的缺点。In recent years, domestic scholars have conducted some research on the wood wall panels that make up steel-wood composite walls, and proposed some new types of wood wall panels. However, the existing novel wooden wall panels still have the disadvantages of poor seismic performance and insufficient shear bearing capacity.
发明内容Contents of the invention
本发明的目的是针对上述现有技术的不足,提供一种充分利用材料,抗剪承载力较大,便于施工且成本较低的具有良好保温隔热效果的新型木结构组合板作为组合墙体中的木墙板。The purpose of the present invention is to address the deficiencies of the above-mentioned prior art, and provide a new type of wood structure composite board with good thermal insulation effect that makes full use of materials, has a large shear bearing capacity, is convenient for construction, and has low cost as a composite wall Wooden siding in.
本发明所采用的技术方案是,The technical scheme adopted in the present invention is,
一种用于冷弯薄壁型钢组合墙体的带有斜钢带的木墙板,包括由木质横梁和纵梁组成的墙板骨架、贴附在所述墙板骨架两侧面的蒙皮木板、所述蒙皮木板与墙体骨架合围的空腔内填充有轻质泡沫,所述墙板骨架顶部及底端分别设置有相匹配的凸起和凹槽,所述墙板骨架的纵梁对角之间交叉连接有斜钢带。A wooden wall panel with inclined steel strips for cold-formed thin-walled steel composite walls, including a wall panel skeleton composed of wooden beams and longitudinal beams, and skinned wooden boards attached to the two sides of the wall panel skeleton 1. The cavity enclosed by the skin plank and the wall skeleton is filled with lightweight foam, the top and bottom of the wallboard skeleton are respectively provided with matching protrusions and grooves, and the longitudinal beams of the wallboard skeleton Diagonal steel strips are cross-connected between the diagonals.
进一步地,所述墙板骨架包括由上至下平行地设置在同一平面的第一横梁及两根第二横梁,所述第一横梁和第二横梁的长度方向的两侧面对称地竖直平行连接设置有若干第一纵梁和第二纵梁,所述的第一纵梁和第二纵梁交替设置且相邻的第一纵梁对角之间交叉连接有斜钢带。Further, the wall panel skeleton includes a first beam and two second beams arranged in parallel on the same plane from top to bottom, and the two sides of the length direction of the first beam and the second beam are symmetrically vertically parallel A plurality of first longitudinal beams and second longitudinal beams are connected and arranged, and the first longitudinal beams and the second longitudinal beams are arranged alternately, and oblique steel strips are cross-connected between the diagonals of adjacent first longitudinal beams.
进一步地,所述第一纵梁和第二纵梁的上端面低于第一横梁上端面一定距离,所述第一纵梁和第二纵梁的下端面超出最下端的第二横梁下端面一定距离。Further, the upper end surfaces of the first longitudinal beam and the second longitudinal beam are lower than the upper end surface of the first transverse beam by a certain distance, and the lower end surfaces of the first longitudinal beam and the second longitudinal beam exceed the lower end surface of the second transverse beam at the lowermost end. a certain distance.
进一步地,所述第一纵梁的宽度为第二纵梁的1~2倍。Further, the width of the first longitudinal beam is 1-2 times that of the second longitudinal beam.
进一步地,所述第一横梁的厚度为第二横梁的1~2倍。Further, the thickness of the first beam is 1-2 times that of the second beam.
进一步地,所述的交叉连接有斜钢带的交叉角度为45°。Further, the intersection angle of the oblique steel strips connected to the cross is 45°.
进一步地,所述的第一纵梁、第二纵梁、第一横梁和第二横梁之间均通过木螺钉连接。Further, the first longitudinal beam, the second longitudinal beam, the first cross beam and the second cross beam are all connected by wood screws.
进一步地,所述的第一纵梁和斜钢带之间通过铆钉连接。Further, the first longitudinal beam and the inclined steel belt are connected by rivets.
进一步地,所述第一纵梁与斜钢带的连接处打磨掉一定厚度,以保证墙板骨架与蒙皮木板紧贴。Further, the connection between the first longitudinal beam and the inclined steel belt is ground to a certain thickness, so as to ensure that the wall panel skeleton is closely attached to the skin board.
与现有技术相比,本发明的有益效果为:Compared with prior art, the beneficial effect of the present invention is:
1.以木条作为纵梁及横梁形成内部木骨架,并在其两侧覆盖蒙皮木板,形成结构的主要受力构件,充分发挥材料的性能,使其能在减少木材用量的同时达到了足够的结构强度;1. Use wooden strips as the longitudinal beams and beams to form the internal wooden skeleton, and cover the skinned wooden boards on both sides to form the main force-bearing members of the structure, giving full play to the performance of the material, so that it can reduce the amount of wood while achieving Sufficient structural strength;
2. 将大块的木板拆分为若干块小板的组合,便于模块化生产,利于推广;且其质量较轻,体积较小,有效降低了运输难度及运输成本;另外,本发明可在无大型机械设备的条件下完全依靠少数人力快速安装,降低了安装难度及成本;2. The large plank is split into a combination of several small boards, which is convenient for modular production and popularization; and its weight is lighter and its volume is smaller, which effectively reduces the difficulty of transportation and transportation costs; in addition, the present invention can be used in Under the condition of no large-scale mechanical equipment, it can be installed completely by a small number of manpower, which reduces the difficulty and cost of installation;
3. 本发明内部木骨架之间填充有轻质泡沫,因此较实心木板有更好的保温隔音效果和地震耗能效果。3. In the present invention, the interior wood frame is filled with lightweight foam, so it has better thermal insulation, sound insulation and earthquake energy dissipation effects than solid wood boards.
4.本发明内部木骨架上钉有钢带,与骨架共同形成一个稳定的结构体系,提高结构的抗剪承载力,安全性较高;4. Steel strips are nailed to the internal wooden skeleton of the present invention, which forms a stable structural system together with the skeleton, improves the shear bearing capacity of the structure, and has high safety;
5.木骨架上钢带按约45度方向上双向布置,大致符合木板拉压应力迹线方向,充分发挥钢带的性能,消耗大部分在往复水平荷载作用下产生的能量,同时减少木骨架螺栓的剪切破坏现象,提高其抗震性能。5. The steel strips on the wooden frame are arranged bidirectionally in the direction of about 45 degrees, which roughly conforms to the direction of the tensile and compressive stress traces of the plank, fully exerting the performance of the steel strips, consuming most of the energy generated under the reciprocating horizontal load, and reducing the wooden frame The phenomenon of shear failure of bolts can be improved, and its anti-seismic performance can be improved.
附图说明Description of drawings
图1是本发明实施例的内部木骨架主视示意图。Fig. 1 is a schematic front view of an internal wooden skeleton of an embodiment of the present invention.
图2是本发明实施例的内部木骨架俯视示意图。Fig. 2 is a schematic top view of the internal wooden skeleton of the embodiment of the present invention.
图3是本发明实施例的俯视示意图。Fig. 3 is a schematic top view of an embodiment of the present invention.
图4是本发明实施例的拼装示意图Fig. 4 is the assembling schematic diagram of the embodiment of the present invention
图中:1-第一纵梁;2-第二纵梁;3-第一横梁;4-第二横梁;5-斜钢带;6-蒙皮木板;7-轻质泡沫。In the figure: 1-the first longitudinal beam; 2-the second longitudinal beam; 3-the first beam; 4-the second beam;
具体实施方式detailed description
下面结合附图和具体实施方式对本发明进行详细说明,实施例不在此一一赘述,但本发明的适用性并不局限于以下实施例。The present invention will be described in detail below with reference to the accompanying drawings and specific implementation methods, and the embodiments will not be repeated here one by one, but the applicability of the present invention is not limited to the following embodiments.
如图1至图3所示,一种用于冷弯薄壁型钢组合墙体的带有斜钢带的木墙板,包括由木质横梁和纵梁组成的墙板骨架、贴附在所述墙板骨架两侧面的蒙皮木板6、所述蒙皮木板6与墙体骨架合围的空腔内填充有轻质泡沫7,所述墙板骨架顶部及底端分别设置有相匹配的凸起和凹槽,所述墙板骨架的纵梁之间交叉连接有斜钢带5。As shown in Figures 1 to 3, a wooden wall panel with inclined steel strips for cold-formed thin-walled steel composite walls includes a wall panel skeleton composed of wooden beams and longitudinal beams, attached to the The skinned wooden boards 6 on both sides of the wallboard skeleton, the cavity surrounded by the skinned wooden boards 6 and the wall skeleton are filled with lightweight foam 7, and the top and bottom of the wallboard skeleton are respectively provided with matching protrusions. and grooves, inclined steel strips 5 are cross-connected between the longitudinal beams of the wall panel skeleton.
所述墙板骨架包括由上至下平行地设置在同一平面的第一横梁3及两根第二横梁4,所述第一横梁3和第二横梁4的长度方向的两侧面对称地竖直平行连接设置有若干第一纵梁1和第二纵梁2,所述的第一纵梁1和第二纵梁2间隔设置且相邻的第一纵梁1之间交叉连接有45度夹角的斜钢带5。The wall panel skeleton includes a first crossbeam 3 and two second crossbeams 4 arranged in parallel on the same plane from top to bottom, and the two sides of the length direction of the first crossbeam 3 and the second crossbeam 4 are symmetrically vertical A number of first longitudinal beams 1 and second longitudinal beams 2 are provided in parallel connection, the first longitudinal beams 1 and second longitudinal beams 2 are arranged at intervals, and adjacent first longitudinal beams 1 are cross-connected with 45-degree clips Angled steel belt 5.
如图1所示,木板骨架包括八根截面尺寸为100mm x 20mm的第一纵梁1,六根截面尺寸为50mm x 20mm的第二纵梁2,一根截面尺寸为50mm x 45mm的第一横梁3,两根截面尺寸为25mm x 45mm的第二横梁4。木板骨架的一面由四根第一纵梁1与三根第二纵梁2交替排列组成,同时在中间两根第一纵梁1对角连接斜钢带5,另一面纵梁排布与该面完全对称,同时分别在两侧的第一纵梁1之间的对角连接斜钢带5。第一纵梁1、第二纵梁2、第一横梁3和第二横梁4之间均通过木螺钉连接,第一纵梁1和斜钢带5之间通过铆钉连接,构成如图1所示的墙体骨架。As shown in Figure 1, the plank skeleton includes eight first longitudinal beams 1 with a cross-sectional dimension of 100mm x 20mm, six second longitudinal beams 2 with a cross-sectional dimension of 50mm x 20mm, and one first crossbeam with a cross-sectional dimension of 50mm x 45mm 3. Two second beams 4 with a cross-sectional size of 25mm x 45mm. One side of the plank skeleton is composed of four first longitudinal beams 1 and three second longitudinal beams 2 alternately arranged, and at the same time, two first longitudinal beams 1 in the middle are diagonally connected with inclined steel belts 5, and the longitudinal beams on the other side are arranged in line with the surface. It is completely symmetrical, and at the same time diagonal steel strips 5 are connected diagonally between the first longitudinal beams 1 on both sides. The first longitudinal beam 1, the second longitudinal beam 2, the first beam 3 and the second beam 4 are all connected by wood screws, and the first longitudinal beam 1 and the inclined steel belt 5 are connected by rivets, as shown in Figure 1 The wall skeleton shown.
在制作过程中,在木梁与斜钢带5连接处需将木梁打磨掉一定厚度,以保证墙板骨架与蒙皮木板6紧贴。During the manufacturing process, the wooden beam needs to be polished to a certain thickness at the joint between the wooden beam and the inclined steel belt 5, so as to ensure that the wall panel skeleton and the skinned wooden board 6 are closely attached.
如图3所示,除墙体骨架外还包括用于填充骨架横梁之间的轻质泡沫7、贴附在木墙板骨架两侧的5mm厚的蒙皮木板6,共同组成长为1800mm,宽为625mm的结构体系。As shown in Figure 3, in addition to the wall skeleton, it also includes lightweight foam 7 for filling between the skeleton beams, and 5mm thick skin planks 6 attached to both sides of the wooden wall panel skeleton, and the total length of the composition is 1800mm. Structural system with a width of 625mm.
施工安装时,如图4所示,纵梁的下端超出第二横梁4,从而在木板下端形成一定的凹梁,而纵梁的上端未超过第一横梁3,从而在木板上端形成凸梁。在施工安装时,先将低层木墙板通过型钢立柱所形成的导轨从上方嵌入到型钢骨架中,再将第二块木墙板以同样方式嵌入型钢骨架中,两块木墙板之间通过已经形成的凹梁和凸梁对接,使两木墙板连接处的边缘为重合的水平线即可。第三块板类似,最终形成由三块板组成的木组合墙体。During construction and installation, as shown in Figure 4, the lower end of the longitudinal beam exceeds the second beam 4, thereby forming a certain concave beam at the lower end of the plank, while the upper end of the longitudinal beam does not exceed the first transverse beam 3, thereby forming a convex beam at the upper end of the plank. During construction and installation, first insert the guide rail formed by the low-rise wooden wallboard into the steel frame from above through the steel column, and then embed the second wooden wallboard into the steel frame in the same way. The formed concave beams and convex beams are docked so that the edges of the joints of the two wooden wall panels are coincident horizontal lines. The third board is similar, resulting in a wood composite wall consisting of three boards.
本实施例中,在三根横梁之间填充具有保温、隔热和隔音效果的轻质泡沫7,用于提高本组合木板的保温、隔热、隔音性能。In this embodiment, light foam 7 with thermal insulation, heat insulation and sound insulation effects is filled between the three beams to improve the thermal insulation, heat insulation and sound insulation performance of the combined plank.
本发明的上述实施例仅是为清楚地说明本发明所作的举例,而并非是对本发明的实施方式的限定。对于所属领域的技术人员来说,在上述说明的基础上还可以做出其它不同形式的变化或变动。这里无需也无法对所有的实施方式予以穷举。凡在本发明的精神和原则之内所作的任何修改、等同替换和改进等,均应包含在本发明权利要求的保护范围之内。The above-mentioned embodiments of the present invention are only examples for clearly illustrating the present invention, rather than limiting the implementation of the present invention. For those skilled in the art, other changes or changes in different forms can be made on the basis of the above description. It is not necessary and impossible to exhaustively list all the implementation manners here. All modifications, equivalent replacements and improvements made within the spirit and principles of the present invention shall be included within the protection scope of the claims of the present invention.
Claims (9)
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108153997A (en) * | 2018-01-23 | 2018-06-12 | 中国航空工业集团公司沈阳飞机设计研究所 | A kind of flexible covering of deformable Bump air intake ducts embeds matrix parameter and determines method |
CN109898728A (en) * | 2017-12-08 | 2019-06-18 | 北京仁创科技集团有限公司 | Sand moulding material, outdoor sand modeling vertical plate and sand modeling vertical plate component and preparation method |
CN119062057A (en) * | 2024-11-06 | 2024-12-03 | 中交第四公路工程局有限公司 | Prefabricated steel-wood node of tension roof system, assembly method and prefabricated steel-wood tension roof system |
Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2002161596A (en) * | 2000-11-24 | 2002-06-04 | Nippon Steel Corp | Surface material for earthquake-resistant wall in building wall structure and method for manufacturing the surface material |
CN201424721Y (en) * | 2009-05-11 | 2010-03-17 | 吉林建筑工程学院 | Cold bent thin-walled steel and straw sod brick compound wall body |
CN203284914U (en) * | 2013-06-03 | 2013-11-13 | 亚华建设集团有限公司 | Heat-preserving sound-insulating wall for building |
CN203977685U (en) * | 2013-11-19 | 2014-12-03 | 桐庐竹楠木环保科技有限公司 | A kind of bamboo nanmu wall plate structure |
CN204781780U (en) * | 2015-05-15 | 2015-11-18 | 曾敏华 | Wall hanging plate structure |
CN105239699A (en) * | 2015-08-28 | 2016-01-13 | 东南大学 | Cold-bent thin-walled steel-keel combined shear wall with steel skin |
US20160145866A1 (en) * | 2014-11-20 | 2016-05-26 | II Henry Vernon Reed | Metal To Frame Structural Insulated Panel (M+hu 2 +l SIP) |
CN206220342U (en) * | 2016-11-16 | 2017-06-06 | 华南理工大学 | A kind of wooden wallboard with oblique steel band for light gauge cold-formed steel shape assembled wall |
-
2016
- 2016-11-16 CN CN201611008045.9A patent/CN106639130A/en active Pending
Patent Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2002161596A (en) * | 2000-11-24 | 2002-06-04 | Nippon Steel Corp | Surface material for earthquake-resistant wall in building wall structure and method for manufacturing the surface material |
CN201424721Y (en) * | 2009-05-11 | 2010-03-17 | 吉林建筑工程学院 | Cold bent thin-walled steel and straw sod brick compound wall body |
CN203284914U (en) * | 2013-06-03 | 2013-11-13 | 亚华建设集团有限公司 | Heat-preserving sound-insulating wall for building |
CN203977685U (en) * | 2013-11-19 | 2014-12-03 | 桐庐竹楠木环保科技有限公司 | A kind of bamboo nanmu wall plate structure |
US20160145866A1 (en) * | 2014-11-20 | 2016-05-26 | II Henry Vernon Reed | Metal To Frame Structural Insulated Panel (M+hu 2 +l SIP) |
CN204781780U (en) * | 2015-05-15 | 2015-11-18 | 曾敏华 | Wall hanging plate structure |
CN105239699A (en) * | 2015-08-28 | 2016-01-13 | 东南大学 | Cold-bent thin-walled steel-keel combined shear wall with steel skin |
CN206220342U (en) * | 2016-11-16 | 2017-06-06 | 华南理工大学 | A kind of wooden wallboard with oblique steel band for light gauge cold-formed steel shape assembled wall |
Non-Patent Citations (2)
Title |
---|
刘斌,郝际平,邵大余,王奕钧,赵秋利,李科龙: "低周反复荷载作用下复合式冷弯薄壁型", 《地震工程与工程振动》 * |
王卫锋,崔楠楠,颜全胜,黄仕平,朱竞翔,夏珩: "木结构组合板蒙皮效应研究", 《哈尔滨工程大学学报》 * |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109898728A (en) * | 2017-12-08 | 2019-06-18 | 北京仁创科技集团有限公司 | Sand moulding material, outdoor sand modeling vertical plate and sand modeling vertical plate component and preparation method |
CN109898728B (en) * | 2017-12-08 | 2024-03-19 | 北京仁创科技集团有限公司 | Sand plastic material, outdoor sand plastic vertical plate and sand plastic vertical plate assembly and preparation method |
CN108153997A (en) * | 2018-01-23 | 2018-06-12 | 中国航空工业集团公司沈阳飞机设计研究所 | A kind of flexible covering of deformable Bump air intake ducts embeds matrix parameter and determines method |
CN108153997B (en) * | 2018-01-23 | 2021-03-26 | 中国航空工业集团公司沈阳飞机设计研究所 | Method for determining parameters of flexible skin embedded skeleton of deformable Bump air inlet |
CN119062057A (en) * | 2024-11-06 | 2024-12-03 | 中交第四公路工程局有限公司 | Prefabricated steel-wood node of tension roof system, assembly method and prefabricated steel-wood tension roof system |
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