CN111894133A - A prefabricated steel, bamboo and wood single-layer spherical shell structure system - Google Patents
A prefabricated steel, bamboo and wood single-layer spherical shell structure system Download PDFInfo
- Publication number
- CN111894133A CN111894133A CN202010668851.9A CN202010668851A CN111894133A CN 111894133 A CN111894133 A CN 111894133A CN 202010668851 A CN202010668851 A CN 202010668851A CN 111894133 A CN111894133 A CN 111894133A
- Authority
- CN
- China
- Prior art keywords
- rod
- main
- rods
- spherical shell
- structure system
- 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
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/32—Arched structures; Vaulted structures; Folded structures
- E04B1/3211—Structures with a vertical rotation axis or the like, e.g. semi-spherical structures
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
- E04B1/1903—Connecting nodes specially adapted therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
- E04B1/1903—Connecting nodes specially adapted therefor
- E04B1/1909—Connecting nodes specially adapted therefor with central cylindrical connecting element
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
- E04B1/1903—Connecting nodes specially adapted therefor
- E04B2001/1921—Connecting nodes specially adapted therefor with connecting nodes having radial connecting stubs
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
- E04B2001/1957—Details of connections between nodes and struts
- E04B2001/1963—Screw connections with axis at an angle, e.g. perpendicular, to the main axis of the strut
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/32—Arched structures; Vaulted structures; Folded structures
- E04B2001/3235—Arched structures; Vaulted structures; Folded structures having a grid frame
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/32—Arched structures; Vaulted structures; Folded structures
- E04B2001/3235—Arched structures; Vaulted structures; Folded structures having a grid frame
- E04B2001/3241—Frame connection details
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/32—Arched structures; Vaulted structures; Folded structures
- E04B2001/3235—Arched structures; Vaulted structures; Folded structures having a grid frame
- E04B2001/3241—Frame connection details
- E04B2001/3247—Nodes
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
本发明涉及一种装配式钢竹木单层球壳结构体系,包括多根主杆、多根次杆、主杆连接节点、次杆连接节点、主‑次杆连接节点;三根主杆围成一个三角形单元空间骨架,多个大小相等的三角形单元空间骨架围成球壳,每六根主杆通过一个主杆连接节点拼接;三根次杆围成一个三角形,多个大小相等的三角形将三角形单元空间骨架内部分隔成多个大小相等的三角形区域,中部的次杆之间通过次杆连接节点拼接,主杆与边缘的次杆通过主‑次杆连接节点拼接。本发明施工方便,运送至现场,可直接在现场拼装,属于新型的建筑结构体系技术领域。
The invention relates to an assembled steel, bamboo and wood single-layer spherical shell structure system, comprising a plurality of main rods, a plurality of secondary rods, a main rod connection node, a secondary rod connection node, and a main-secondary rod connection node; A triangular unit space skeleton, a plurality of equal-sized triangular unit space skeletons form a spherical shell, and every six main rods are connected by a main rod connection node; The interior of the skeleton is divided into multiple triangular areas of equal size, the secondary rods in the middle are spliced through the secondary rod connection nodes, and the main rod and the edge secondary rods are spliced through the primary-secondary rod connection nodes. The invention is convenient for construction, can be transported to the site, can be assembled directly on site, and belongs to the technical field of a new type of building structure system.
Description
技术领域technical field
本发明涉及一种新型的建筑结构体系,具体涉及一种装配式钢竹木单层球壳结构体系。The invention relates to a novel building structure system, in particular to a prefabricated steel, bamboo and wood single-layer spherical shell structure system.
背景技术Background technique
装配式建筑是指将建筑结构的部分或全部构件经工厂加工制造后运输至现场,通过可靠的连接方式安装而成,具有现场安装周期短,安装方便,构件集成化,构件加工质量易于保证,综合经济效益好等优点。我国传统的住宅建造方式基本上采用现浇方式,因为现浇结构在技术方面比预制结构成熟,在工程界已经得到了广泛的认可,但是现浇结构体系明显存在着一个问题:造价高,施工周期长,相比之下,装配式住宅体系采用工业化的方式来建造,将建筑物的部分或全部构件在工厂预先制作完成,然后运输到施工现场,通过可靠的连接方式将构件组装成一体,具有施工周期短,质量稳定,可靠和环保节能等优点,能够极大地缓解市场的压力。Prefabricated building refers to the transportation of some or all components of the building structure to the site after being processed and manufactured by the factory, and then installed through reliable connection. Comprehensive economic benefits and other advantages. The traditional residential construction method in my country basically adopts the cast-in-place method, because the cast-in-place structure is more mature in technology than the prefabricated structure, and has been widely recognized in the engineering field, but there is an obvious problem with the cast-in-place structural system: high cost, construction The cycle is long. In contrast, the prefabricated residential system is built in an industrialized way. Some or all components of the building are prefabricated in the factory, and then transported to the construction site. The components are assembled into one through reliable connections. It has the advantages of short construction period, stable quality, reliability, environmental protection and energy saving, which can greatly relieve the pressure of the market.
现代钢竹木建筑逐渐在我国兴起。竹材、木材是可再生资源,作为建筑材料使用时,可以吸收二氧化碳。目前我国存在大量无人采伐的速生竹材、木材,未得到充分利用便已腐烂。若能推动钢竹木建筑发展,便能使这些材料得到充分的利用,也能拉动相关产业链的发展。Modern steel, bamboo and wood buildings are gradually emerging in my country. Bamboo and wood are renewable resources and can absorb carbon dioxide when used as building materials. At present, there are a large number of fast-growing bamboos and woods that have not been harvested in my country, and they have rotted without being fully utilized. If we can promote the development of steel, bamboo and wood buildings, these materials can be fully utilized, and the development of related industrial chains can also be stimulated.
在大跨柔性结构的世界中,网壳结构始终扮演着一个重要的角色。网壳结构质量轻,外形多变,内部空间大,并且可以通过合理的外形来分散外力,而且施工简便,有利于工业化生产。因此网壳结构无论在国内或者国外,都得到了迅猛的发展。目前我国单层网壳结构多为钢结构网壳,对钢竹木网壳的相关研究十分不足。除此之外,国内对单层网壳的应用及研究多作为屋盖使用,壳的形式也多为半球壳,整球的应用几乎没有。In the world of large-span flexible structures, reticulated shell structures have always played an important role. The reticulated shell structure is light in weight, changeable in shape, large in internal space, and can disperse external force through a reasonable shape, and is easy to construct, which is conducive to industrial production. Therefore, the reticulated shell structure has developed rapidly both at home and abroad. At present, most of the single-layer reticulated shell structures in my country are steel reticulated shells, and the related research on steel, bamboo and wood reticulated shells is very insufficient. In addition, the domestic application and research of single-layer reticulated shells are mostly used as roofs, and the shells are mostly hemispherical shells, and there is almost no application of whole spheres.
现有的网壳结构存在如下缺点:1.采用钢网壳结构,施工难度大,污染大; 2.不存在整球的网壳结构。The existing reticulated shell structure has the following disadvantages: 1. The steel reticulated shell structure is adopted, which is difficult to construct and causes great pollution; 2. There is no spherical reticulated shell structure.
发明内容SUMMARY OF THE INVENTION
针对现有技术中存在的技术问题,本发明的目的是:提供一种通过拼接构成整球结构的装配式钢竹木单层球壳结构体系。Aiming at the technical problems existing in the prior art, the purpose of the present invention is to provide a prefabricated steel, bamboo and wood single-layer spherical shell structure system that forms a whole spherical structure by splicing.
为了达到上述目的,本发明采用如下技术方案:In order to achieve the above object, the present invention adopts the following technical solutions:
一种装配式钢竹木单层球壳结构体系,包括多根主杆、多根次杆、主杆连接节点、次杆连接节点、主-次杆连接节点;三根主杆围成一个三角形单元空间骨架,多个大小相等的三角形单元空间骨架围成球壳,每六根主杆通过一个主杆连接节点拼接;三根次杆围成一个三角形,多个大小相等的三角形将三角形单元空间骨架内部分隔成多个大小相等的三角形区域,中部的次杆之间通过次杆连接节点拼接,主杆与边缘的次杆通过主-次杆连接节点拼接。A prefabricated steel, bamboo and wood single-layer spherical shell structure system includes a plurality of main rods, a plurality of secondary rods, a main rod connection node, a secondary rod connection node, and a main-secondary rod connection node; the three main rods form a triangular unit Space skeleton, a plurality of equal-sized triangular unit space skeletons form a spherical shell, every six main rods are spliced through a main rod connection node; three secondary rods form a triangle, and multiple equal-sized triangles separate the interior of the triangular unit space skeleton The secondary rods in the middle are spliced through the secondary rod connection nodes, and the main rod and the edge secondary rods are spliced through the primary-secondary rod connection nodes.
作为一种优选,主杆连接节点包括圆环、盖板、连接板、螺栓;连接板的数量为六组,沿着圆环圆周均布,盖板设置在圆环的两端面,连接板与主杆的端部套接,螺栓将连接板与主杆的套接部位锁紧。As a preference, the connecting nodes of the main rod include a ring, a cover plate, a connecting plate, and a bolt; the number of connecting plates is six groups, which are evenly distributed along the circumference of the ring, the cover plates are arranged on both ends of the ring, and the connecting plates are connected with The end of the main rod is sleeved, and the bolt locks the connection plate and the sleeved part of the main rod.
作为一种优选,连接板外套在主杆外或连接板内嵌在主杆内。As a preferred option, the outer casing of the connecting plate is outside the main rod or the connecting plate is embedded in the main rod.
作为一种优选,主杆和次杆的横截面均为矩形,均包括外框,外框的内部设有放置电线管的中空部分,外框的外侧开有放置信号线管的槽口,铝合金盖板与外框相接将槽口覆盖;主杆连接节点设有供电线管穿过的孔洞;中空部分的壁面设有AS内增强层。As a preference, the cross-sections of the main rod and the secondary rod are both rectangular, and both include an outer frame. The inside of the outer frame is provided with a hollow portion for placing electrical conduits, and the outside of the outer frame is provided with a slot for placing signal conduits. The alloy cover plate is connected with the outer frame to cover the notch; the connecting node of the main rod is provided with a hole through which the power supply line pipe passes; the wall surface of the hollow part is provided with an inner reinforcement layer of AS.
作为一种优选,次杆连接节点为五金连接件,包括六个圆周均布的连接臂,其中四个连接臂较长,两个连接臂较短;每六根次杆通过一个次杆连接节点相接,六根次杆圆周均布,六根次杆中,其中两根位于同一直径方向上的次杆成一整体,构成长度较长的主构造杆,其余四根次杆为次构造杆;主构造杆与次构造杆之间相互紧贴,次构造杆之间相互紧贴;五金连接件嵌入次杆的槽口中,五金连接件与次杆通过螺钉连接,较长的连接臂与次构造杆相接,较短的连接臂与主构造杆相接。As a preference, the connecting nodes of the secondary bars are hardware connectors, including six connecting arms evenly distributed around the circumference, four of which are relatively long and two are relatively short; every six secondary bars are connected to each other through a secondary bar connecting node. The six secondary rods are evenly distributed around the circumference. Among the six secondary rods, two secondary rods located in the same diameter direction are integrated into a whole to form a main structural rod with a longer length, and the remaining four secondary rods are secondary structural rods; the main structural rods It is close to each other with the secondary structure rod, and the secondary structure rod is close to each other; the hardware connector is embedded in the slot of the secondary rod, the hardware connector and the secondary rod are connected by screws, and the longer connecting arm is connected to the secondary structure rod , the shorter connecting arm is connected to the main construction rod.
作为一种优选,主-次杆连接节点为五金连接件,包括两根呈V字形的连接臂;五金连接件嵌入主杆和次杆开设的槽口中,五金连接件与主杆通过螺钉连接,五金连接件与次杆通过螺钉连接。As a preference, the main-secondary rod connection node is a hardware connector, including two V-shaped connecting arms; the hardware connector is embedded in the slot opened by the main rod and the secondary rod, and the hardware connector and the main rod are connected by screws. The hardware connector is connected with the secondary rod by screws.
作为一种优选,主杆的材料为木材、竹材、木塑、竹塑或复合竹,次杆的材料为木材、竹材、木塑、竹塑或复合竹;主杆连接节点、次杆连接节点和主- 次杆连接节点的材料均为钢材。As a preference, the material of the main rod is wood, bamboo, wood-plastic, bamboo-plastic or composite bamboo, and the material of the secondary rod is wood, bamboo, wood-plastic, bamboo-plastic or composite bamboo; the main rod connection node, the secondary rod connection node The material of the connection node with the primary-secondary rod is steel.
作为一种优选,三根主杆围成的三角形单元空间骨架为正三角形,三根次杆围成的三角形为正三角形;一个三角形单元空间骨架内设有十八根次杆,将三角形单元空间骨架分隔成十六个正三角形区域。As a preference, the triangular unit space skeleton enclosed by the three main rods is an equilateral triangle, and the triangle enclosed by the three secondary rods is an equilateral triangle; a triangular unit space skeleton is provided with eighteen secondary rods to separate the triangular unit space skeleton into sixteen equilateral triangle areas.
作为一种优选,球壳上去除多个三角形单元空间骨架,去除的三角形单元空间骨架形成两个空白的片区,两个空白的片区构成两个供人流穿梭的洞口。As a preference, a plurality of triangular unit space skeletons are removed from the spherical shell, the removed triangular unit space skeletons form two blank areas, and the two blank areas form two openings for people to pass through.
作为一种优选,装配式钢竹木单层球壳结构体系,为悬挂式结构体系或落地式结构体系。As a preference, the prefabricated steel, bamboo and wood single-layer spherical shell structural system is a suspended structural system or a floor-standing structural system.
总的说来,本发明具有如下优点:In general, the present invention has the following advantages:
1.施工方便,节点主要采用环状连接或合页式连接,在工厂焊接完成节点构件后,运送至现场,可直接在现场拼装。1. The construction is convenient. The nodes are mainly connected by ring connection or hinge type. After the node components are welded in the factory, they are transported to the site and can be assembled directly on site.
2.采用绿色、节能、可再生的天然材料,网壳的吸碳能力得到大量提升,有效保有碳含量。除此之外,能够循环利用可再生资源。对比混凝土和钢材的加工,木材加工对环境的污染极小。2. Using green, energy-saving and renewable natural materials, the carbon absorption capacity of the reticulated shell is greatly improved, and the carbon content is effectively preserved. In addition, renewable resources can be recycled. Compared with the processing of concrete and steel, wood processing has minimal environmental pollution.
3.采用生物质材和钢材,具有优秀的抗震性能。生物质材和钢材本身是很好的抗震材料,其自重轻,能有效减小惯性力。采用生物质类杆件和螺栓连接能有效吸收地震力耗能,减少地震作用对结构的影响。3. The use of biomass materials and steel has excellent seismic performance. Biomass and steel itself are good seismic materials, and their light weight can effectively reduce inertial force. The use of biomass rods and bolts can effectively absorb seismic force and energy consumption and reduce the impact of earthquake action on the structure.
4.次杆相当于框架结构中次梁的作用,既减小了主要杆件的计算跨度,也为球壳提供了一定的刚度。4. The secondary rod is equivalent to the role of the secondary beam in the frame structure, which not only reduces the calculation span of the main rod, but also provides a certain stiffness for the spherical shell.
5.造型美观,具有较好的视觉效果。5. Beautiful appearance and good visual effect.
附图说明Description of drawings
图1是本发明的实施例一的立体图。FIG. 1 is a perspective view of a first embodiment of the present invention.
图2是本发明的实施例二的立体图。FIG. 2 is a perspective view of
图3是三角形单元空间骨架的结构示意图。Figure 3 is a schematic structural diagram of a triangular unit space skeleton.
图4是主杆连接节点的局部放大图。Fig. 4 is a partial enlarged view of the connecting node of the main rod.
图5是图4的剖视图。FIG. 5 is a cross-sectional view of FIG. 4 .
图6是实施例二的主杆连接节点的局部放大图。FIG. 6 is a partial enlarged view of the connecting node of the main rod of the second embodiment.
图7是主-次杆连接节点的局部放大图。Figure 7 is a partial enlarged view of the primary-secondary rod connecting node.
图8是次杆连接节点的局部放大图。Fig. 8 is a partial enlarged view of the connecting node of the secondary rod.
图9是主杆连接节点的拆分图。Figure 9 is an exploded view of the main rod connection node.
图10是主杆的截面图。10 is a cross-sectional view of the main rod.
图11是次杆的截面图。Figure 11 is a cross-sectional view of the secondary rod.
其中,1为主杆,2为次杆,3为主杆连接节点,4为次杆连接节点,5为主 -次杆连接节点,6为外框,7为中空部分,8为槽口,9为铝合金盖板,10为 AS内增强层,11为洞口。Among them, 1 is the main rod, 2 is the secondary rod, 3 is the main rod connecting node, 4 is the secondary rod connecting node, 5 is the main-secondary rod connecting node, 6 is the outer frame, 7 is the hollow part, 8 is the notch, 9 is an aluminum alloy cover plate, 10 is an AS inner reinforcement layer, and 11 is a hole.
2-1为主构造杆,2-2为次构造杆,3-1为圆环,3-2为盖板,3-3为连接板, 3-4为螺栓。2-1 is the main construction rod, 2-2 is the secondary construction rod, 3-1 is the ring, 3-2 is the cover plate, 3-3 is the connecting plate, and 3-4 is the bolt.
具体实施方式Detailed ways
下面将结合具体实施方式来对本发明做进一步详细的说明。The present invention will be described in further detail below in conjunction with specific embodiments.
实施例一Example 1
一种装配式钢竹木单层球壳结构体系,包括多根主杆、多根次杆、主杆连接节点、次杆连接节点、主-次杆连接节点。本实施例为悬挂式结构体系,装配后整体悬挂吊装。将主杆、次杆、主杆连接节点、次杆连接节点、主-次杆连接节点在工厂制作后,运输至现场直接拼装。An assembled steel-bamboo-wood single-layer spherical shell structure system comprises a plurality of main rods, a plurality of secondary rods, a main rod connection node, a secondary rod connection node, and a main-secondary rod connection node. This embodiment is a suspended structure system, which is suspended and hoisted as a whole after assembly. After the main rod, secondary rod, main rod connection node, secondary rod connection node, and main-secondary rod connection node are fabricated in the factory, they are transported to the site for direct assembly.
三根主杆围成一个三角形单元空间骨架,多个大小相等的三角形单元空间骨架围成一个完整的球壳,每六根主杆通过一个主杆连接节点拼接;三根次杆围成一个三角形,多个大小相等的三角形将三角形单元空间骨架内部分隔成多个大小相等的三角形区域,中部的次杆之间通过次杆连接节点拼接,主杆与边缘的次杆通过主-次杆连接节点拼接。Three main rods form a triangular unit space skeleton, and multiple triangular unit space skeletons of equal size form a complete spherical shell. Every six main rods are spliced through a main rod connection node; three secondary rods form a triangle. Triangles of equal size divide the interior of the triangular unit space skeleton into multiple triangular regions of equal size. The secondary rods in the middle are spliced through the secondary rod connection nodes, and the main rod and the edge secondary rods are spliced through the primary-secondary rod connection nodes.
主杆连接节点包括圆环、盖板、连接板、螺栓;连接板的数量为六组,沿着圆环圆周均布,盖板设置在圆环的两端面,连接板与主杆的端部套接,螺栓将连接板与主杆的套接部位锁紧,通过钢螺栓定位和传力。连接板内嵌在主杆内。连接板预留有安装孔,为螺栓定位孔,方便安装螺栓,螺栓孔的大小、排列、具体数目和尺寸应由网壳设计时导出的内力计算确定且应满足规范规定的构造要求。The connecting nodes of the main rod include a ring, a cover plate, a connecting plate, and a bolt; the number of connecting plates is six groups, which are evenly distributed along the circumference of the ring. Socket connection, the bolt locks the connection plate and the socket part of the main rod, and the steel bolts are used for positioning and force transmission. The connecting plate is embedded in the main rod. The connection plate has reserved mounting holes, which are bolt positioning holes, which are convenient for bolt installation. The size, arrangement, specific number and size of the bolt holes should be determined by the internal force calculation derived from the design of the reticulated shell and should meet the structural requirements specified in the specification.
次杆连接节点为五金连接件,包括六个圆周均布的连接臂,其中四个连接臂较长,两个连接臂较短;每六根次杆通过一个次杆连接节点相接,六根次杆圆周均布,六根次杆中,其中两根位于同一直径方向上的次杆成一整体,构成长度较长的主构造杆,其余四根次杆为次构造杆;主构造杆与次构造杆之间相互紧贴,次构造杆之间相互紧贴;五金连接件嵌入次杆的槽口中,五金连接件与次杆通过螺钉连接,较长的连接臂与次构造杆相接,较短的连接臂与主构造杆相接。置入五金连接件之后,槽口被铝合金盖板覆盖。有槽口的那面,主杆和次杆齐平。The secondary rod connecting nodes are hardware connectors, including six connecting arms evenly distributed around the circumference, four of which are longer and two are shorter; every six secondary rods are connected through a secondary rod connecting node, and six secondary rods are connected Evenly distributed around the circumference, among the six secondary rods, two of them located in the same diameter direction are integrated into a whole, forming a main structural rod with a longer length, and the remaining four secondary rods are secondary structural rods; They are close to each other, and the secondary structural rods are close to each other; The arm is connected to the main construction rod. After the hardware connector is placed, the slot is covered by an aluminum alloy cover. On the side with the notches, the primary and secondary bars are flush.
主-次杆连接节点为五金连接件,包括两根呈V字形的连接臂;五金连接件嵌入主杆和次杆开设的槽口中,五金连接件与主杆通过螺钉连接,五金连接件与次杆通过螺钉连接。置入五金连接件之后,槽口被铝合金盖板覆盖。有槽口的那面,主杆和次杆齐平。The main-secondary rod connection node is a hardware connector, including two V-shaped connecting arms; the hardware connector is embedded in the slot opened by the main rod and the secondary rod, the hardware connector is connected with the main rod by screws, and the hardware connector is connected with the secondary rod. The rods are connected by screws. After the hardware connector is placed, the slot is covered by an aluminum alloy cover. On the side with the notches, the primary and secondary bars are flush.
主杆和次杆的横截面均为矩形,均包括外框,外框的内部设有放置电线管的中空部分,外框的外侧开有放置信号线管的槽口,槽口位于连接处同时用于与五金连接件配合,铝合金盖板与外框相接将槽口覆盖;主杆连接节点设有供电线管穿过的孔洞,具体设置在主杆连接节点的圆环的腹板位置;中空部分的壁面设有AS内增强层。主杆和次杆的尺寸不同,主杆较粗,次杆较细。The cross-sections of the main rod and the secondary rod are rectangular, and both include an outer frame. The inner frame of the outer frame is provided with a hollow part for placing electrical conduits, and the outside of the outer frame is provided with a notch for placing signal conduits. The notch is located at the connection at the same time. It is used to cooperate with the hardware connector, and the aluminum alloy cover is connected to the outer frame to cover the notch; the main pole connection node is provided with a hole through which the power supply line pipe passes, which is specifically set at the web position of the ring of the main pole connection node ; The wall of the hollow part is provided with an inner reinforcement layer of AS. The primary and secondary rods differ in size, with the primary rod being thicker and the secondary rod being thinner.
主杆的材料为木材、竹材、木塑、竹塑或复合竹,本实施例优选竹材,次杆的材料为木材、竹材、木塑、竹塑或复合竹,本实施例优选竹材;主杆连接节点、次杆连接节点和主-次杆连接节点的材料均为钢材,钢构件的钢材等级可根据设计需要取不同等级的钢材。The material of the main rod is wood, bamboo, wood plastic, bamboo plastic or composite bamboo, the preferred bamboo in this embodiment, the material of the secondary rod is wood, bamboo, wood plastic, bamboo plastic or composite bamboo, the preferred bamboo in this embodiment; The material of the connection node, the secondary bar connection node and the primary-secondary bar connection node are all steel, and the steel grade of the steel member can be selected from different grades of steel according to the design needs.
三根主杆围成的三角形单元空间骨架为正三角形,三根次杆围成的三角形为正三角形;一个三角形单元空间骨架内设有十八根次杆,将三角形单元空间骨架分隔成十六个正三角形区域。The triangular unit space skeleton surrounded by three main rods is an equilateral triangle, and the triangle surrounded by three secondary rods is an equilateral triangle; there are eighteen secondary rods in a triangular unit space skeleton, which divides the triangular unit space skeleton into sixteen regular Triangular area.
本发明采用钢竹木杆件代替传统的钢结构杆件,节点为现场螺栓连接。通过改变传统网壳的构件材料和连接方式,在保证结构安全有效的前提下,实现了节能环保的目标,也降低了施工难度。The invention adopts steel bamboo and wood rods to replace traditional steel structure rods, and the nodes are connected by bolts on site. By changing the component materials and connection methods of traditional reticulated shells, on the premise of ensuring the safety and effectiveness of the structure, the goal of energy saving and environmental protection is achieved, and the construction difficulty is also reduced.
实施例二
本实施例中,一种装配式钢竹木单层球壳结构体系的球壳上去除多个三角形单元空间骨架,去除的三角形单元空间骨架形成两个空白的片区,两个空白的片区构成两个供人流穿梭的洞口,从而球壳形成一房洞结构。一种装配式钢竹木单层球壳结构体系采用落地式结构体系。In this embodiment, a plurality of triangular unit space skeletons are removed from the spherical shell of a prefabricated steel, bamboo and wood single-layer spherical shell structure system, the removed triangular unit space skeletons form two blank areas, and the two blank areas constitute two There is a hole for people to pass through, so that the spherical shell forms a one-chamber structure. A prefabricated steel-bamboo-wood single-layer spherical shell structure system adopts a floor-standing structure system.
本实施例中,连接板外套在主杆外。In this embodiment, the connecting plate is sheathed outside the main rod.
本实施例未提及部分同实施例一。The parts not mentioned in this embodiment are the same as those in the first embodiment.
上述实施例为本发明较佳的实施方式,但本发明的实施方式并不受上述实施例的限制,其他的任何未背离本发明的精神实质与原理下所作的改变、修饰、替代、组合、简化,均应为等效的置换方式,都包含在本发明的保护范围之内。The above-mentioned embodiments are preferred embodiments of the present invention, but the embodiments of the present invention are not limited by the above-mentioned embodiments, and any other changes, modifications, substitutions, combinations, The simplification should be equivalent replacement manners, which are all included in the protection scope of the present invention.
Claims (10)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202010668851.9A CN111894133B (en) | 2020-07-13 | 2020-07-13 | Assembled steel bamboo wood individual layer spherical shell structure system |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202010668851.9A CN111894133B (en) | 2020-07-13 | 2020-07-13 | Assembled steel bamboo wood individual layer spherical shell structure system |
Publications (2)
Publication Number | Publication Date |
---|---|
CN111894133A true CN111894133A (en) | 2020-11-06 |
CN111894133B CN111894133B (en) | 2024-05-31 |
Family
ID=73192409
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202010668851.9A Active CN111894133B (en) | 2020-07-13 | 2020-07-13 | Assembled steel bamboo wood individual layer spherical shell structure system |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN111894133B (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113550437A (en) * | 2021-06-25 | 2021-10-26 | 中国电力工程顾问集团中南电力设计院有限公司 | Evacuation Kaiwaite pyramid system double-layer spherical shell structure and evacuation method |
CN115182455A (en) * | 2022-08-26 | 2022-10-14 | 上海通正铝结构建设科技有限公司 | Bamboo-aluminum mixed spherical shell structure system |
Citations (23)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
SU494502A1 (en) * | 1974-01-17 | 1975-12-05 | Московский научно-исследовательский и проектный институт типового и экспериментального проектирования | Mesh spherical shell |
US4437275A (en) * | 1979-06-04 | 1984-03-20 | Nomadic Structures, Inc. | Collapsible self-supporting structures |
KR20020056632A (en) * | 2000-12-29 | 2002-07-10 | 함인선 | A dome having soccer ball model and manufacturing method the same |
CN201003223Y (en) * | 2007-01-10 | 2008-01-09 | 陈华良 | Triangle skeleton unit suitable for large space double curved surface suspended ceiling |
US20080016789A1 (en) * | 2006-07-18 | 2008-01-24 | Boots Alfred H | Spherical hub for modular structure system |
JP3168378U (en) * | 2011-03-29 | 2011-06-09 | 美山木材株式会社 | Triangular materials for building arched structures, building roofs and arched building structures |
CN103469890A (en) * | 2013-09-26 | 2013-12-25 | 南京林业大学 | Bamboo-structure single-layer spherical latticed shell and assembling method |
DE202014000783U1 (en) * | 2014-01-28 | 2014-04-01 | Björn Deleré | Node-link system |
CN203546901U (en) * | 2013-09-26 | 2014-04-16 | 南京林业大学 | Bamboo-structure single-layer spherical reticulated shell |
CN103821228A (en) * | 2014-03-21 | 2014-05-28 | 周丰峻 | Large-space metal net cover structure suitable for outdoor equipment maintenance and constructing method thereof |
CN204492322U (en) * | 2015-03-20 | 2015-07-22 | 张如珍 | With the tent post rod of illumination |
CN104847015A (en) * | 2015-05-29 | 2015-08-19 | 东南大学 | Assembled joint applicable to monolayer triangular space grid structure |
CN104895397A (en) * | 2015-06-30 | 2015-09-09 | 简震 | Multi-rod connection joint and tent thereof |
CN105863060A (en) * | 2016-06-17 | 2016-08-17 | 上海理工大学 | Bamboo three-way grid type reticulated shell |
CN105888067A (en) * | 2016-06-17 | 2016-08-24 | 上海理工大学 | Bamboo rib ring type spherical reticulated shell and method |
CN106013573A (en) * | 2016-07-04 | 2016-10-12 | 江苏建科节能技术有限公司 | Large-span bamboo truss structure roof with heat insulation function and construction process thereof |
CN206538865U (en) * | 2017-01-25 | 2017-10-03 | 哈尔滨工业大学 | Space configuration formula bolt Column border node |
RU2665338C1 (en) * | 2017-05-03 | 2018-08-29 | Федеральное государственное бюджетное образовательное учреждение высшего образования "Казанский национальный исследовательский технический университет им. А.Н. Туполева-КАИ" (КНИТУ-КАИ) | Grid shell |
CN208039860U (en) * | 2017-10-19 | 2018-11-02 | 精工工业建筑系统有限公司 | A kind of assembly type roof boarding lifting beam |
CN109024891A (en) * | 2018-08-20 | 2018-12-18 | 广州大学 | A kind of laminated wood reticulated shell energy dissipation node structure |
CN208329156U (en) * | 2018-05-04 | 2019-01-04 | 南京林业大学 | A kind of free form surface single layer steel and wood composite reticulated shell multi-angle assembling type node |
CN208815675U (en) * | 2018-08-20 | 2019-05-03 | 广州大学 | An energy-consuming node structure of glulam reticulated shell |
CN212561904U (en) * | 2020-07-13 | 2021-02-19 | 华南农业大学 | A prefabricated steel, bamboo and wood single-layer spherical shell structure system |
-
2020
- 2020-07-13 CN CN202010668851.9A patent/CN111894133B/en active Active
Patent Citations (23)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
SU494502A1 (en) * | 1974-01-17 | 1975-12-05 | Московский научно-исследовательский и проектный институт типового и экспериментального проектирования | Mesh spherical shell |
US4437275A (en) * | 1979-06-04 | 1984-03-20 | Nomadic Structures, Inc. | Collapsible self-supporting structures |
KR20020056632A (en) * | 2000-12-29 | 2002-07-10 | 함인선 | A dome having soccer ball model and manufacturing method the same |
US20080016789A1 (en) * | 2006-07-18 | 2008-01-24 | Boots Alfred H | Spherical hub for modular structure system |
CN201003223Y (en) * | 2007-01-10 | 2008-01-09 | 陈华良 | Triangle skeleton unit suitable for large space double curved surface suspended ceiling |
JP3168378U (en) * | 2011-03-29 | 2011-06-09 | 美山木材株式会社 | Triangular materials for building arched structures, building roofs and arched building structures |
CN103469890A (en) * | 2013-09-26 | 2013-12-25 | 南京林业大学 | Bamboo-structure single-layer spherical latticed shell and assembling method |
CN203546901U (en) * | 2013-09-26 | 2014-04-16 | 南京林业大学 | Bamboo-structure single-layer spherical reticulated shell |
DE202014000783U1 (en) * | 2014-01-28 | 2014-04-01 | Björn Deleré | Node-link system |
CN103821228A (en) * | 2014-03-21 | 2014-05-28 | 周丰峻 | Large-space metal net cover structure suitable for outdoor equipment maintenance and constructing method thereof |
CN204492322U (en) * | 2015-03-20 | 2015-07-22 | 张如珍 | With the tent post rod of illumination |
CN104847015A (en) * | 2015-05-29 | 2015-08-19 | 东南大学 | Assembled joint applicable to monolayer triangular space grid structure |
CN104895397A (en) * | 2015-06-30 | 2015-09-09 | 简震 | Multi-rod connection joint and tent thereof |
CN105863060A (en) * | 2016-06-17 | 2016-08-17 | 上海理工大学 | Bamboo three-way grid type reticulated shell |
CN105888067A (en) * | 2016-06-17 | 2016-08-24 | 上海理工大学 | Bamboo rib ring type spherical reticulated shell and method |
CN106013573A (en) * | 2016-07-04 | 2016-10-12 | 江苏建科节能技术有限公司 | Large-span bamboo truss structure roof with heat insulation function and construction process thereof |
CN206538865U (en) * | 2017-01-25 | 2017-10-03 | 哈尔滨工业大学 | Space configuration formula bolt Column border node |
RU2665338C1 (en) * | 2017-05-03 | 2018-08-29 | Федеральное государственное бюджетное образовательное учреждение высшего образования "Казанский национальный исследовательский технический университет им. А.Н. Туполева-КАИ" (КНИТУ-КАИ) | Grid shell |
CN208039860U (en) * | 2017-10-19 | 2018-11-02 | 精工工业建筑系统有限公司 | A kind of assembly type roof boarding lifting beam |
CN208329156U (en) * | 2018-05-04 | 2019-01-04 | 南京林业大学 | A kind of free form surface single layer steel and wood composite reticulated shell multi-angle assembling type node |
CN109024891A (en) * | 2018-08-20 | 2018-12-18 | 广州大学 | A kind of laminated wood reticulated shell energy dissipation node structure |
CN208815675U (en) * | 2018-08-20 | 2019-05-03 | 广州大学 | An energy-consuming node structure of glulam reticulated shell |
CN212561904U (en) * | 2020-07-13 | 2021-02-19 | 华南农业大学 | A prefabricated steel, bamboo and wood single-layer spherical shell structure system |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113550437A (en) * | 2021-06-25 | 2021-10-26 | 中国电力工程顾问集团中南电力设计院有限公司 | Evacuation Kaiwaite pyramid system double-layer spherical shell structure and evacuation method |
CN113550437B (en) * | 2021-06-25 | 2022-09-27 | 中国电力工程顾问集团中南电力设计院有限公司 | Evacuation Kaiwaite pyramid system double-layer spherical shell structure and evacuation method |
CN115182455A (en) * | 2022-08-26 | 2022-10-14 | 上海通正铝结构建设科技有限公司 | Bamboo-aluminum mixed spherical shell structure system |
Also Published As
Publication number | Publication date |
---|---|
CN111894133B (en) | 2024-05-31 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN106121107B (en) | Assemble type concrete slab and its plate dry type connection method | |
CN103147532A (en) | Double-layer dome structure of space made of bamboo | |
CN111894133A (en) | A prefabricated steel, bamboo and wood single-layer spherical shell structure system | |
CN203546901U (en) | Bamboo-structure single-layer spherical reticulated shell | |
CN203669456U (en) | Master-slave type high-rise steel frame-supporting, suspending and bearing-hanging system | |
CN209670195U (en) | A kind of assembling frame structure stress system | |
CN205100397U (en) | Steel pipe concrete frame makes up shear force wall that cracks | |
CN204356911U (en) | Angle-variable space free-form surface wood reticulated shell assembled node | |
CN212561904U (en) | A prefabricated steel, bamboo and wood single-layer spherical shell structure system | |
CN204959988U (en) | Net shell node | |
CN111877557A (en) | Basalt fiber bionic honeycomb plate single-layer aluminum alloy combined latticed shell and construction method thereof | |
CN206016048U (en) | Assemble type concrete slab | |
CN113123609B (en) | Method for mounting steel structure dome net rack with two low ends and high middle | |
CN104153630A (en) | Transition connection method of hybrid wind power towers | |
CN206070802U (en) | For the assembling structure of the close post steel plate energy-consuming shear wall structure of concrete filled steel tube | |
CN201347583Y (en) | Spatial multiplexing K type node of steel tube component | |
CN204212261U (en) | Post and curved beam horizontal flexibility connection space structural system | |
CN207892081U (en) | One body composite board T shape walls of Fast Installation heat insulation decorative load-bearing | |
CN108643390B (en) | Assembled truss type light steel frame-punched thin steel plate-foamed concrete combined wall | |
CN205276503U (en) | Beam -column connecting joint of activity board house | |
CN105019560A (en) | Reticulated shell joint | |
CN207597635U (en) | One body composite board L-shaped wall of Fast Installation heat insulation decorative load-bearing | |
CN206070803U (en) | The close post steel plate energy-consuming shear wall structure of L-shaped concrete filled steel tube | |
CN205476662U (en) | Four tubs of lattice bevel net steel construction cooling towers of hyperbola | |
CN222575921U (en) | Wall board |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
GR01 | Patent grant | ||
GR01 | Patent grant |