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CN209277286U - Outdoor bamboo matter assembled double-spliced beam column structure - Google Patents

Outdoor bamboo matter assembled double-spliced beam column structure Download PDF

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Publication number
CN209277286U
CN209277286U CN201822200287.9U CN201822200287U CN209277286U CN 209277286 U CN209277286 U CN 209277286U CN 201822200287 U CN201822200287 U CN 201822200287U CN 209277286 U CN209277286 U CN 209277286U
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column
girder
diagonal brace
plate
bamboo
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CN201822200287.9U
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陈复明
王戈
孙涛
李德月
尹毅剑
陈林碧
尤鸿珺
罗鑫昌
孙丰波
李超
余思柳
陈亮
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International Bamboo And Rattan Center
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International Bamboo And Rattan Center
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Abstract

本实用新型公开了一种户外竹质装配式双拼梁柱结构,包括固定在地面上脚座、竖直倾斜设置的立柱和水平倾斜设置主梁,立柱和主梁的材质均为竹质,立柱的底端与脚座的一端转动固定连接,立柱的底端还通过上斜撑与所述脚座的另一端连接,主梁的一端与立柱的顶端固定,并通过下斜撑固定连接,主梁的两端与立柱的顶端通过钢索牵引连接,立柱的底端与所述主梁的水平向下倾斜的一端通过钢索牵引连接。本实用新型将各个组装的部件在工厂预制成标准件,尤其对于过长和过重的部件采用多节结构现场组装,实现该梁柱结构大跨度、曲型变截面、结构重心可调控、多场景竹质装配式建筑户外模数化快速装配应用,拆装方便,可回收再利用。

The utility model discloses an outdoor bamboo assembled double beam-column structure, which comprises feet fixed on the ground, a vertically inclined column and a horizontally inclined main beam, and the materials of the column and the main beam are all bamboo. The bottom end of the column is fixedly connected to one end of the foot seat in rotation, the bottom end of the column is also connected to the other end of the foot seat through an upper slant brace, one end of the main beam is fixed to the top of the column, and is fixedly connected through a lower slant brace, The two ends of the main beam are connected to the top of the column by cable traction, and the bottom end of the column is connected to the horizontally downward inclined end of the main beam by cable traction. The utility model prefabricates each assembled part into a standard part in the factory, and especially adopts a multi-section structure for on-site assembly for the overly long and overweight parts, so as to realize the large span of the beam-column structure, the curved variable section, the center of gravity of the structure can be adjusted, Multi-scenario bamboo prefabricated building outdoor modular rapid assembly application, easy disassembly and assembly, and can be recycled and reused.

Description

一种户外竹质装配式双拼梁柱结构An outdoor bamboo assembled double beam-column structure

技术领域technical field

本实用新型属于梁柱结构技术领域,具体涉及一种户外竹质装配式双拼梁柱结构。The utility model belongs to the technical field of beam-column structures, in particular to an outdoor bamboo-assembled double-combined beam-column structure.

背景技术Background technique

党的“十九大”报告中指出:绿色青山就是金山银山,要建设生态宜居的美丽中国。自2016年,国家发布多项鼓励政策推动装配式建筑特别是装配式木结构的发展:《国务院办公厅发布关于大力发展装配式建筑的指导意见》明确提出力争用10年左右的时间,使装配式建筑占新建建筑面积的比例达到30%,并积极倡导发展现代木结构建筑,鼓励政府投资的学校、幼托、敬老院、园林景观等新建低层公共建筑采用木结构”。2017年发布的《建筑节能与绿色建筑发展“十三五”规划》、“《装配式木结构建筑技术标准》要求装配式木结构建筑应符合建筑全寿命期的可持续性的原则,应满足装配式建筑对设计标准化、制作工厂化、施工装配化、装修一体化、管理信息化和应用智能化的要求。The report of the Nineteenth National Congress of the Communist Party of China pointed out that green and green mountains are mountains of gold and silver, and we must build a beautiful China that is ecologically livable. Since 2016, the state has issued a number of encouraging policies to promote the development of prefabricated buildings, especially prefabricated wood structures: "Guidelines issued by the General Office of the State Council on Vigorously Developing Prefabricated The proportion of newly-built buildings accounted for 30%, and the development of modern wood-structured buildings is actively advocated, and new low-rise public buildings such as schools, childcare, nursing homes, and garden landscapes invested by the government are encouraged to adopt wood structures." "Architecture" released in 2017 The "13th Five-Year Plan" for Energy Conservation and Green Building Development, "Technical Standards for Prefabricated Wood Structure Buildings" require that prefabricated wood structure buildings should comply with the principle of sustainability throughout the life of the building, and should meet the design standardization requirements of prefabricated buildings. , The requirements of factory production, construction assembly, decoration integration, management informationization and application intelligence.

装配式木竹结构建筑指的是木竹结构构件、部品部件在规范的工厂预制,现场装配而成的木竹结构建筑。木结构建筑的工厂预制主要有构件预制、板式组件预制、单元模块预制三种形式。构件预制主要包括胶合木构件、正交胶合木(CLT)板、和其他工程木构件如工字木搁栅等。装配式木结构有着加工精度高、质量稳定、利用率高、施工速度快、人工成本低等优势。但随着天然林禁伐和国际木材市场的波动,市场上大径级的木材越来越少。装配式木结构建筑的最主要的特点是:大量现场施工转移到工厂生产、计算机辅助制造、房屋质量控制由工地前移到工厂,满足严格的质量认证管理要求。当前大多数施工现场的卫生和安全条件较差,随着中国人口红利的逐年消失和老龄化的加剧,越来越少的年轻人愿意到日晒雨淋、粉尘噪音的施工现场工作。另一方,国家建造规范和消费者对居住、休息用建筑的舒适性、安全性及生态美观度的要求增加。Prefabricated wood and bamboo structure buildings refer to wood and bamboo structural components and parts that are prefabricated in standardized factories and assembled on site. Factory prefabrication of wood structure buildings mainly includes three forms: component prefabrication, panel component prefabrication, and unit module prefabrication. Component prefabrication mainly includes glulam components, cross-laminated timber (CLT) panels, and other engineered wood components such as I-beam joists. The prefabricated wooden structure has the advantages of high processing precision, stable quality, high utilization rate, fast construction speed, and low labor cost. However, with the ban on logging in natural forests and fluctuations in the international timber market, there are fewer and fewer large-diameter timbers on the market. The most important features of prefabricated wood structure buildings are: a large number of on-site construction is transferred to factory production, computer-aided manufacturing, and housing quality control is moved from the construction site to the factory to meet strict quality certification management requirements. At present, the sanitation and safety conditions of most construction sites are poor. With the disappearance of China's demographic dividend year by year and the intensification of aging, fewer and fewer young people are willing to work on construction sites exposed to the sun, rain, and dust and noise. On the other hand, national construction regulations and consumers have increased requirements for the comfort, safety and ecological beauty of residential and rest buildings.

因此,需要利用我国丰富的竹材资源和竹子本身强度高、韧性好的特点,开发性能稳定、耐久性好的高性能户外用竹质工程材用于装配式竹结构,具有重要的市场前景和社会、生态价值。则设计一种装配简单、强度大、易于组装、成本较低且应用场景广泛的梁柱结构是当前社会的需要。Therefore, it is necessary to make use of my country's abundant bamboo resources and the characteristics of high strength and good toughness of bamboo itself to develop high-performance outdoor bamboo engineering materials with stable performance and good durability for prefabricated bamboo structures, which has important market prospects and social , Ecological value. Therefore, designing a beam-column structure with simple assembly, high strength, easy assembly, low cost and wide application scenarios is the need of the current society.

实用新型内容Utility model content

本实用新型所要解决的技术问题在于针对上述现有技术的不足,提供了一种户外竹质装配式双拼梁柱结构,该梁柱结构将各个组装的部件在工厂预制成标准件,尤其对于过长和过重的部件采用多节结构现场组装,实现该梁柱结构大跨度、曲型变截面、多场景竹质装配式建筑户外模数化快速装配应用,拆装方便,可回收再利用。The technical problem to be solved by the utility model is to provide an outdoor bamboo assembled double beam-column structure for the deficiencies of the above-mentioned prior art. For the parts that are too long and too heavy, the multi-section structure is used for on-site assembly to realize the outdoor modular rapid assembly application of the beam-column structure with large span, curved cross-section, and multi-scenario bamboo prefabricated buildings. It is easy to disassemble and assemble, and can be recycled and reused. use.

为解决上述技术问题,本实用新型采用的技术方案是:一种户外竹质装配式双拼梁柱结构,其特征在于,包括固定在地面上脚座、竖直倾斜设置的立柱和水平倾斜设置主梁,所述立柱和主梁的材质均为竹质,所述立柱和主梁的结构形式均为双拼结构,所述立柱的底端与脚座的一端转动固定连接,所述立柱的底端还通过上斜撑与所述脚座的另一端连接,所述主梁的一端与立柱的顶端固定,并通过下斜撑固定连接,所述主梁的两端与立柱的顶端通过钢索牵引连接,所述立柱的底端与所述主梁的水平向下倾斜的一端通过钢索牵引连接。In order to solve the above technical problems, the technical solution adopted by the utility model is: an outdoor bamboo assembled double beam column structure, which is characterized in that it includes feet fixed on the ground, vertically inclined columns and horizontally inclined columns. The main beam, the materials of the column and the main beam are both bamboo, and the structural form of the column and the main beam is a double structure. The bottom end is also connected to the other end of the foot seat through the upper brace, one end of the main beam is fixed to the top of the column, and is fixedly connected through the lower brace, and the two ends of the main beam are connected to the top of the column through steel Cable traction connection, the bottom end of the column is connected with the horizontally downward-sloping end of the main beam through a cable traction connection.

优选地,所述主梁包括依次通过工字接长件连接的第一节主梁、第二节主梁和第三节主梁,所述工字接长件包括第一挡板和第二挡板,以及连接第一挡板和第二挡板的连接板,所述连接板的中部设置有与所述连接板十字交叉设置的隔断板;所述第一挡板和第二挡板上均对应开设有多个第一螺栓孔,所述连接板位于隔断板两侧的端部开设有第二螺栓孔,所述螺栓孔上螺纹连接有螺栓;所述第一节主梁、第二节主梁和第三节主梁的端部与连接板插接配合的位置开设有插槽,第一节主梁、第二节主梁和第三节主梁与工字接长件通过螺栓固定;Preferably, the main girder includes a first main girder section, a second main girder section and a third main girder section sequentially connected by an I-shaped extension piece, and the I-shaped extension piece includes a first baffle plate and a second section main girder. A baffle plate, and a connecting plate connecting the first baffle plate and the second baffle plate, the middle part of the connecting plate is provided with a partition plate crossed with the connecting plate; on the first baffle plate and the second baffle plate Correspondingly, a plurality of first bolt holes are opened, and the ends of the connecting plate located on both sides of the partition plate are provided with second bolt holes, and bolts are threaded on the bolt holes; the first section main beam, the second There are slots at the positions where the ends of the main beam of the section and the main beam of the third section are plugged with the connecting plate, and the main beam of the first section, the main beam of the second section, and the main beam of the third section are connected to the I-shaped extension piece by bolts. fixed;

所述立柱通过十字交接钢套连接件连接的第一节立柱和第二节立柱,所述第一节立柱的底端通过旋转件与脚座转动连接;所述十字交接钢套连接件包括能穿过第一节主梁的钢套和设置在钢套一侧的接长板,所述钢套上开设有第三螺栓孔,所述接长板上开设有第四螺栓孔,所述第一节立柱的一端面开设有与所述钢套外形相匹配的用于放置钢套的容置槽,所述第二节立柱上开设有与用于插接接长板的插接槽,所述十字交接钢套连接件与第二节立柱通过螺栓固定,所述十字交接钢套连接件与第一节立柱和第一节主梁通过螺栓固定连接。The first section of the upright column and the second section of the upright column connected by the cross-joint steel sleeve connecting piece of the column, the bottom end of the first section of the upright column is rotatably connected with the foot seat through the rotating piece; the cross-joint steel sleeve connecting piece includes a Pass through the steel sleeve of the first section of the main beam and the extension plate arranged on one side of the steel sleeve, the steel sleeve is provided with a third bolt hole, the extension plate is provided with a fourth bolt hole, the first One end of the first section of the column is provided with an accommodating groove for placing the steel sleeve that matches the shape of the steel sleeve, and the second section of the column is provided with an insertion slot for inserting the long board. The cross-joint steel sleeve connector is fixed to the second column by bolts, and the cross-joint steel sleeve connector is fixedly connected to the first column and the first section main beam by bolts.

优选地,所述脚座包括基板和安装在基板上的旋转座、下斜撑连接件与连接座,所述基板的底部设置有多个锚勾预制件,所述连接座设置在旋转旋转座和下斜撑连接件之间,所述旋转座通过钢管旋转连接有旋转连接件,所述下斜撑连接件上开设有用于调节下斜撑斜撑角度的滑槽,所述滑槽内底壁上依次开设有多个的限位槽。Preferably, the base includes a base plate, a rotating base mounted on the base plate, a lower brace connector and a connecting base, a plurality of prefabricated anchor hooks are arranged on the bottom of the base plate, and the connecting base is arranged on the rotating base Between the connecting piece of the lower brace and the connecting piece of the lower brace, the rotating seat is connected with a rotating connecting piece through the rotation of the steel pipe. A plurality of limiting slots are sequentially opened on the wall.

优选地,所述旋转座、上斜撑连接件与连接座的两侧均与基板之间设置有加筋板。Preferably, a stiffened plate is arranged between both sides of the rotating seat, the upper brace connector, and the connecting seat and the base plate.

优选地,所述主梁上固定安装有上斜撑安装座,所述上斜撑安装座开设有滑移槽,所述上斜撑的两端均开设有所述上斜撑连接孔,所述上斜撑的一端通过螺栓依次穿过开设在所述上斜撑连接孔的滑移槽与主梁滑动固定连接,所述立柱上开设有上斜撑安装孔,所述上斜撑的另一端通过螺栓穿过所述上斜撑安装孔和上斜撑连接孔与立柱转动固定连接。Preferably, the main beam is fixedly installed with an upper slant brace installation seat, and the upper slant brace installation seat is provided with a sliding groove, and both ends of the upper slant brace are provided with the upper slant brace connection holes, so One end of the above-mentioned upper slant brace is slidably and fixedly connected with the main beam through the sliding groove provided in the connection hole of the upper slant brace through bolts in turn, and the upper slant brace is provided with an installation hole for the upper slant brace, and the other end of the upper slant brace One end is rotationally and fixedly connected with the column through the bolts passing through the upper diagonal brace installation hole and the upper diagonal brace connection hole.

优选地,所述主梁为弧形板状结构,所述立柱为板状结构。Preferably, the main beam is an arc-shaped plate structure, and the column is a plate structure.

本实用新型与现有技术相比具有以下优点:Compared with the prior art, the utility model has the following advantages:

1、本实用新型的立柱、立梁、上斜撑、下斜撑、脚座均设计为全模块化标准化部件,具有大跨度变截面,可重复拆装,并且装配快速,能够现场安装,运输成本低,且立柱和立梁均为竹质材质,质量轻,具有一定的张力,能够通过钢索稳定的牵引连接。1. The uprights, upright beams, upper slant braces, lower slant braces, and feet of the utility model are all designed as fully modular standardized components, with large-span variable cross-sections, repeatable disassembly and assembly, fast assembly, and on-site installation and transportation. The cost is low, and the columns and beams are made of bamboo, which is light in weight, has a certain tension, and can be stably pulled and connected by steel cables.

2、本实用新型的梁柱结构的重心可以调节,通过上斜撑和下斜撑调节立柱与脚座之间的夹角,立柱与主梁之间的夹角,达到调节梁柱结构重心的目的。同时也便于装配过程中对装配偏差的调节,进行分段安装,如立柱和主梁通过几节组装,也大大减少装配过程中所需的工人数量,减缓部件了过重过长导致的不便问题。该装配式结构具有施工简单、安全高效、无需大型设备,结构稳定性好,造型优美,轻质高强,耐久性好,时尚环保等特点,可推广应用,具有重大的经济价值。2. The center of gravity of the beam-column structure of the present invention can be adjusted, and the angle between the column and the base, and the angle between the column and the main beam can be adjusted through the upper diagonal brace and the lower diagonal brace to achieve the adjustment of the center of gravity of the beam-column structure. Purpose. At the same time, it is also convenient to adjust the assembly deviation during the assembly process, and to install in sections, such as the column and the main beam are assembled in several sections, which also greatly reduces the number of workers required in the assembly process, and alleviates the inconvenience caused by overweight and long parts. . The prefabricated structure has the characteristics of simple construction, safety and high efficiency, no need for large equipment, good structural stability, beautiful shape, light weight and high strength, good durability, fashion and environmental protection, etc. It can be popularized and applied, and has great economic value.

3、本实用新型的梁柱结构的各个部件打包方便,拆解后构件短、体块小、重量轻,适合远距离运输。3. The various parts of the beam-column structure of the utility model are easy to pack, and after disassembly, the components are short, small in size and light in weight, and are suitable for long-distance transportation.

4、本实用新型工字接长件和十字交接钢套连接均通过穿插的方式连接,连接稳定,便于对立柱和主梁进行加工,节省材料。4. In the utility model, the I-shaped extension piece and the cross-joint steel sleeve connection are connected through the interspersed way, and the connection is stable, which is convenient for processing the column and the main beam, and saves materials.

下面通过附图和实施例对本实用新型的技术方案作进一步的详细说明。The technical solution of the present utility model will be further described in detail through the accompanying drawings and embodiments below.

附图说明Description of drawings

图1是本实用新型的梁柱结构示意图。Fig. 1 is a schematic diagram of a beam-column structure of the present invention.

图2是本实用新型工字接长件的结构示意图。Fig. 2 is a structural schematic diagram of the I-shaped extension piece of the utility model.

图3是本实用新型十字交接钢套连接件的结构示意图。Fig. 3 is a structural schematic diagram of a cross-joint steel sleeve connector of the present invention.

图4是本实用新型脚座的结构示意图。Fig. 4 is a schematic structural view of the foot base of the present invention.

图5是本实用新型T型连接件的结构示意图。Fig. 5 is a structural schematic diagram of a T-shaped connector of the present invention.

图6是本实用新型立柱的结构示意图。Fig. 6 is a schematic structural view of the column of the utility model.

图7是本实用新型立柱中垫块的布设结构示意图。Fig. 7 is a schematic diagram of the layout structure of the pads in the column of the present invention.

图8是本实用新型立柱的侧视图。Fig. 8 is a side view of the column of the utility model.

图9是本实用新型第一节主梁、第二节主梁和第三节主梁中垫块的布设结构示意图。Fig. 9 is a schematic diagram of the layout structure of pads in the first section main beam, the second section main beam and the third section main beam of the present invention.

图10是本实用新型梁柱结构拼装成户外临时展厅的结构示意图。Fig. 10 is a structural schematic diagram of the beam-column structure of the utility model assembled into an outdoor temporary exhibition hall.

图11是本实用新型梁柱结构拼装成停车棚的侧视图。Fig. 11 is a side view of the utility model beam column structure assembled into a parking shed.

附图标记说明:Explanation of reference signs:

1—立柱; 1-1—第一节立柱; 1-2—第二季立柱;1—column; 1-1—the first column; 1-2—the second column;

2—主梁; 2-1—第一节主梁;2—main beam; 2-1—first section main beam;

2-2—第二节主梁; 2-3—第三节主梁;2-2—the main beam of the second section; 2-3—the main beam of the third section;

3—脚座; 3-1—旋转座; 3-2—上斜撑连接件;3—foot seat; 3-1—swivel seat; 3-2—upper brace connector;

3-2-1—滑槽; 3-2-2—限位槽;3-2-1—chute; 3-2-2—limit slot;

3-3—连接座; 3-4—基板; 3-5—加筋板;3-3—connecting seat; 3-4—base plate; 3-5—reinforced plate;

3-6—旋转连接件;3-6—rotating connector;

4—钢索; 5—上斜撑;4—steel cable; 5—upper diagonal brace;

6—工字接长件; 6-1—第一挡板; 6-2—第二挡板;6—H-shaped extension piece; 6-1—the first baffle; 6-2—the second baffle;

6-3—连接板 6-4—隔断板; 6-5—第一螺栓孔;6-3—connecting plate 6-4—partition plate; 6-5—first bolt hole;

6-6—第一螺栓孔;6-6—the first bolt hole;

7—下斜撑; 8—上斜撑安装座;7—lower diagonal brace; 8—upper diagonal brace mounting seat;

9—十字交接钢套连接件; 9-1—钢套; 9-2—接长板;9—Cross transfer steel sleeve connector; 9-1—Steel sleeve; 9-2—Long plate;

9-3—第三螺栓孔; 9-4—第四螺栓孔; 10—锚勾预制件;9-3—the third bolt hole; 9-4—the fourth bolt hole; 10—the prefabricated part of the anchor hook;

11—肩梁; 12—T型连接件; 12-1—固定板;11—shoulder beam; 12—T-shaped connector; 12-1—fixed plate;

12-2—接长板; 13—顶棚; 14—钢管孔;12-2—long board; 13—ceiling; 14—steel pipe hole;

15—钢管; 16—限位挡块; 17—X型钢索。15—steel pipe; 16—limit block; 17—X type steel cable.

18—垫块。18—block.

具体实施方式Detailed ways

实施例1Example 1

如图1~图4所示,本实用新型的户外竹质装配式双拼梁柱结构包括固定在地面上脚座3、竖直倾斜设置的立柱1和水平倾斜设置主梁2,所述立柱1和主梁2的材质均为竹质,所述立柱1和主梁2的结构形式均为双拼结构,所述立柱1的底端与脚座3的一端转动固定连接,所述立柱1的底端还通过上斜撑5与所述脚座3的另一端连接,所述主梁2的一端与立柱1的顶端固定,并通过下斜撑7固定连接,所述主梁2的两端与立柱1的顶端通过钢索4牵引连接,所述立柱1的底端与所述主梁2的水平向下倾斜的一端通过钢索4牵引连接。As shown in Figures 1 to 4, the outdoor bamboo assembled double beam-column structure of the present utility model includes a foot seat 3 fixed on the ground, a vertically inclined column 1 and a horizontally inclined main beam 2, the column 1 and the main beam 2 are made of bamboo, and the structure of the column 1 and the main beam 2 is a double structure. The bottom end of the upper brace 5 is also connected to the other end of the foot seat 3, one end of the main beam 2 is fixed to the top of the column 1, and is fixedly connected by the lower brace 7, and the two ends of the main beam 2 The end is connected to the top of the column 1 by a steel cable 4, and the bottom end of the column 1 is connected to the horizontal downwardly inclined end of the main beam 2 by a cable 4.

本实施例中装配式主梁结构的立柱1、主梁2、上斜撑5、下斜撑7、脚座3均设计为全模块化标准化部件,可在施工现场进行组装和装配,具有大跨度变截面,可重复拆装,并且装配快速,能够现场安装,运输成本低,且立柱和立梁均为竹质材质,质量轻,具有一定的张力,能够通过钢索稳定的牵引连接。并且本实施例中的装配式双拼梁柱结构的重心可以调节,通过上斜撑和下斜撑调节立柱与脚座之间的夹角,立柱与主梁之间的夹角,达到调节梁柱结构重心的目的。In this embodiment, the column 1, the main beam 2, the upper diagonal brace 5, the lower diagonal brace 7, and the foot seat 3 of the assembled main beam structure are all designed as fully modular standardized components, which can be assembled and assembled at the construction site, and have a large The cross-section of the span is variable, it can be disassembled repeatedly, and the assembly is fast, it can be installed on site, and the transportation cost is low. The columns and beams are made of bamboo, light in weight, have a certain tension, and can be stably pulled and connected by steel cables. And the center of gravity of the prefabricated double beam-column structure in this embodiment can be adjusted, and the angle between the upright column and the foot seat, the angle between the upright column and the main beam can be adjusted through the upper diagonal brace and the lower diagonal brace, so as to achieve the adjustment of the beam The purpose of the center of gravity of the column structure.

本实施例中,所述主梁的前端设置有8mm后的竹封檐板。In this embodiment, the front end of the main girder is provided with an 8mm thick bamboo fascia board.

本实施例中,所述主梁2包括依次通过工字接长件6连接的第一节主梁2-1、第二节主梁2-2和第三节主梁2-3,所述工字接长件6包括第一挡板6-1和第二挡板6-2,以及连接第一挡板6-1和第二挡板6-2的连接板6-3,所述连接板6-3的中部设置有与所述连接板6-3十字交叉设置的隔断板6-4;所述第一挡板6-1和第二挡板6-2上均对应开设有多个第一螺栓孔6-5,所述连接板6-3位于隔断板6-4两侧的端部开设有第二螺栓孔6-6,所述螺栓孔上螺纹连接有螺栓;所述第一节主梁2-1、第二节主梁2-2和第三节主梁2-3的端部与连接板6-3插接配合的位置开设有插槽,第一节主梁2-1、第二节主梁2-2和第三节主梁2-3与工字接长件6通过螺栓固定。In this embodiment, the main girder 2 includes the first main girder 2-1, the second main girder 2-2 and the third main girder 2-3 which are sequentially connected by the I-shaped extension piece 6. The H-shaped extension piece 6 includes a first baffle plate 6-1 and a second baffle plate 6-2, and a connecting plate 6-3 connecting the first baffle plate 6-1 and the second baffle plate 6-2. The middle part of the plate 6-3 is provided with a partition plate 6-4 crossed with the connecting plate 6-3; the first baffle plate 6-1 and the second baffle plate 6-2 are respectively provided with a plurality of The first bolt hole 6-5, the end of the connecting plate 6-3 located on both sides of the partition plate 6-4 is provided with a second bolt hole 6-6, and the bolt hole is threadedly connected with a bolt; the first Slots are provided at the positions where the ends of the section main beam 2-1, the second section main beam 2-2 and the third section main beam 2-3 are mated with the connecting plate 6-3, and the first section main beam 2- 1. The main beam 2-2 of the second section and the main beam 2-3 of the third section are fixed with the I-shaped extension piece 6 by bolts.

如图1、图6、图7和图8所示,本实施例中,所述立柱1通过十字交接钢套连接件9连接的第一节立柱1-1和第二节立柱1-2,所述第一节立柱1-1的底端通过旋转件7与脚座3转动连接;所述十字交接钢套连接件9包括能穿过第一节主梁2-1的钢套9-1和设置在钢套9-1一侧的接长板9-2,所述钢套9-1上开设有第三螺栓孔9-3,所述接长板9-2上开设有第四螺栓孔9-4,所述第一节立柱1-1的一端面开设有与所述钢套9-1外形相匹配的用于放置钢套9-1的容置槽,所述第二节立柱1-2上开设有与用于插接接长板9-2的插接槽,所述十字交接钢套连接件9与第二节立柱1-2通过螺栓固定,所述十字交接钢套连接件9与第一节立柱1-1和第一节主梁2-1通过栓固定连接。As shown in Fig. 1, Fig. 6, Fig. 7 and Fig. 8, in this embodiment, the first section of upright column 1-1 and the second section of upright column 1-2 connected by the cross-joint steel sleeve connector 9 of the column 1, The bottom end of the first column 1-1 is rotatably connected to the foot base 3 through the rotating member 7; the cross joint steel sleeve connector 9 includes a steel sleeve 9-1 that can pass through the first section main beam 2-1 and the extension plate 9-2 arranged on one side of the steel sleeve 9-1, the steel sleeve 9-1 is provided with a third bolt hole 9-3, and the extension plate 9-2 is provided with a fourth bolt Hole 9-4, one end of the first column 1-1 is provided with an accommodating groove matching the shape of the steel sleeve 9-1 for placing the steel sleeve 9-1, and the second column 1-2 is provided with an insertion groove for plugging in the long board 9-2, the cross-joint steel sleeve connector 9 is fixed to the second column 1-2 by bolts, and the cross-joint steel sleeve is connected Part 9 is fixedly connected with the first section column 1-1 and the first section main beam 2-1 through bolts.

本实施例中为了便于装配过程中对装配偏差的调节,进行分段安装,如立柱和主梁通过几节组装,也大大减少装配过程中所需的工人数量,减缓部件了过重过长导致的不便问题。本实施例的各个部件打包方便,拆解后构件短、体块小、重量轻,适合远距离运输。In this embodiment, in order to facilitate the adjustment of the assembly deviation during the assembly process, the installation is carried out in sections, such as the column and the main beam are assembled in several sections, which also greatly reduces the number of workers required in the assembly process, and slows down the excessive weight and length of the components. inconvenience problem. The various components of this embodiment are convenient to pack, and after disassembly, the components are short, small in size and light in weight, and are suitable for long-distance transportation.

如图4所示,本实施例中,所述脚座3包括基板3-4和安装在基板3-4上的旋转座3-1、下斜撑连接件3-2与连接座3-3,所述基板3-4的底部设置有多个锚勾预制件10,所述连接座3-3设置在旋转旋转座3-1和下斜撑连接件3-2之间,所述旋转座3-1通过钢管旋转连接有旋转连接件3-6,所述下斜撑连接件3-2上开设有用于调节下斜撑7斜撑角度的滑槽3-2-1,所述滑槽内底壁上依次开设有多个的限位槽3-2-2。As shown in Figure 4, in this embodiment, the foot base 3 includes a base plate 3-4, a rotating seat 3-1 mounted on the base plate 3-4, a lower brace connector 3-2 and a connecting seat 3-3 , the bottom of the base plate 3-4 is provided with a plurality of anchor hook prefabricated parts 10, the connecting seat 3-3 is arranged between the rotating rotating seat 3-1 and the lower brace connector 3-2, the rotating seat 3-1 is connected with a rotating connector 3-6 through the rotation of the steel pipe. The lower brace connector 3-2 is provided with a chute 3-2-1 for adjusting the angle of the lower brace 7. The chute A plurality of limiting grooves 3-2-2 are sequentially opened on the inner bottom wall.

本实施例中,所述旋转座3-1、上斜撑连接件3-2与连接座3-3的两侧均与基板3-4之间设置有加筋板3-5,加筋板3-5具有加固的作用。In this embodiment, a stiffened plate 3-5 is arranged between the rotating seat 3-1, the upper diagonal brace connector 3-2 and the connecting seat 3-3 and the base plate 3-4 on both sides, and the stiffened plate 3-5 has the function of reinforcement.

如图1所示,本实施例中,所述主梁1上固定安装有上斜撑安装座8,所述上斜撑安装座8开设有滑移槽,所述上斜撑5的两端均开设有所述上斜撑连接孔,所述上斜撑5的一端通过螺栓依次穿过开设在所述上斜撑连接孔的滑移槽与主梁滑动固定连接,所述立柱2上开设有上斜撑安装孔,所述上斜撑5的另一端通过螺栓穿过所述上斜撑安装孔和上斜撑连接孔与立柱2转动固定连接。As shown in Figure 1, in this embodiment, the upper diagonal brace installation seat 8 is fixedly installed on the main beam 1, and the upper diagonal brace installation seat 8 is provided with a sliding groove, and the two ends of the upper diagonal brace 5 Both are provided with the connecting holes of the upper slanting braces, and one end of the upper slanting braces 5 passes through the sliding grooves provided in the connecting holes of the upper slanting braces through bolts to be slidably and fixedly connected with the main beam. There is an upper slant brace installation hole, and the other end of the upper slant brace 5 passes through the upper slant brace installation hole and the upper slant brace connection hole through the bolt and is rotationally and fixedly connected with the column 2 .

本实施例中,所述主梁2为弧形板状结构,所述立柱1为板状结构;所述立柱1和主梁2包括两块夹片板材板材和夹持在两块夹片板材板材之间的垫块组成,所述夹片板材板材上涂喷耐久性油漆,夹片板材板材的材质为重组竹材或竹束/木单板层积材,所述垫块由防腐木或重组竹或竹束单板层积来制作垫块,所述主梁2中垫块的布设位置如图9所示,立柱1中垫块的布设位置如图7和图8所示。In this embodiment, the main beam 2 is an arc-shaped plate structure, and the column 1 is a plate structure; the column 1 and the main beam 2 include two clamping plates and clamped between the two clamping plates. The pads between the boards are composed of durable paint sprayed on the sandwich boards. The material of the sandwich boards is recombined bamboo or bamboo beam/wood veneer laminated wood. The pads are made of anti-corrosion wood or recombined Bamboo or bamboo bundle veneers are laminated to make pads, the layout position of the pads in the main beam 2 is shown in Figure 9, and the layout position of the pads in the column 1 is shown in Figures 7 and 8.

本实施例中,所述主梁的加工过程为:In the present embodiment, the processing process of the main girder is:

(1)主梁2分为第一节主梁2-1、第一节主梁2-2和第一节主梁2-3,之间采用工字接长件6依次接长;工字接长件6采用厚度为3-5mm的Q235B金属或不锈钢制成;(1) The main beam 2 is divided into the first section main beam 2-1, the first section main beam 2-2 and the first section main beam 2-3. The extension piece 6 is made of Q235B metal or stainless steel with a thickness of 3-5mm;

(2)加工主梁的夹片板材为8-20mm厚度的重组竹材或竹束/木单板层积材(BLVL),双面涂喷耐久性油漆;(2) The sandwich plate of the main beam is 8-20mm thick recombined bamboo or bamboo beam/wood veneer laminated lumber (BLVL), with durable paint sprayed on both sides;

(3)采用多头CNC数控雕刻机床或线锯加工主梁曲面截面,从尾部第一节至前端第三节主梁的细度(截面高度)逐渐较小,尾部水平向下,前端水平向上,有利于重心靠近立柱,保持梁柱结构的整体稳定;(3) Multi-head CNC engraving machine tools or wire saws are used to process the curved section of the main beam. The fineness (section height) of the main beam from the first section of the tail to the third section of the front is gradually smaller, the tail is horizontally downward, and the front is horizontally upward. It is beneficial for the center of gravity to be close to the column to maintain the overall stability of the beam-column structure;

(4)采用数控多排钻床或龙门铣床加工双拼主梁垫块上的孔位,输入孔位直径和孔位置,孔径大小6-20mm;(4) Use a CNC multi-row drilling machine or a gantry milling machine to process the holes on the double-joint main beam pad, input the hole diameter and hole position, and the hole size is 6-20mm;

(5)垫块加工:利用防腐木或重组竹或竹束单板层积来制作垫块,垫块的厚度为40-60mm,高度和宽度为主梁夹片板材的尺寸;优先采用质量较轻的防腐木,如利用重组竹实施拼厚时应该将不同板材的纹理方向垂直,增加材料的抗劈力;在需要纵向接长的垫块位置处开设3-5mm厚、长度50-100mm的插槽,用于后续工字接长件6插入。(5) Pad block processing: Use anti-corrosion wood or recombined bamboo or bamboo bundle veneer to make pads. The thickness of the pad is 40-60mm, and the height and width are the size of the main beam sandwich plate; For light anti-corrosion wood, if recombined bamboo is used for thickening, the grain direction of different boards should be vertical to increase the anti-split force of the material; a 3-5mm thick and 50-100mm long pad should be provided at the position of the vertically extended pad. The slot is used for the subsequent insertion of the I-shaped extension piece 6.

(6)主梁的连接:将上述加工好的两片主梁的竹质工程材料夹片板材与垫块及工字型金属连接件按照图纸孔位在组装模具上夹持住,垫块与竹质夹片板材、金属连接件与插槽之间涂刷冷压间苯二酚树脂或改性聚醋酸乙烯树脂FNP-300等其他户外用胶黏剂,通过长度80-150mm、直径6-20mm的圆头螺栓锁紧和垫片连接锁紧也可用沉头螺栓来固定。(6) Connection of the main beam: Clamp the above-mentioned bamboo engineering material sandwich plate of the two main beams and the cushion block and the I-shaped metal connector on the assembly mold according to the hole position of the drawing, and the cushion block and Brush cold-pressed resorcinol resin or modified polyvinyl acetate resin FNP-300 and other outdoor adhesives between bamboo sandwich panels, metal connectors and slots, with a length of 80-150mm and a diameter of 6- The 20mm round head bolt lock and gasket connection lock can also be fixed with countersunk head bolts.

本实施例中,所述立柱的加工过程为:In the present embodiment, the machining process of the column is:

(1)柱的组成:立柱由第一节立柱和第二季立柱组成,每节之间采用十字交叉连接钢套连接件9接长连接;所述十字交叉连接钢套连接件9采用厚度为3-6mm的Q235B金属或不锈钢制成;(1) The composition of the column: the column is composed of the first section column and the second quarter column, and each section is connected by a cross-connected steel sleeve connector 9; the cross-connected steel sleeve connector 9 has a thickness of 3-6mm made of Q235B metal or stainless steel;

(2)夹片板材材料:加工双拼的立柱的4片夹片板材材料为20-40mm厚度的重组竹材或竹束/木单板层积材(BLVL);(2) Sandwich plate material: The 4 pieces of sandwich plate material for the double-jointed column is recombined bamboo or bamboo bundle/wooden laminated lumber (BLVL) with a thickness of 20-40mm;

(3)加工方式:采用多头CNC数控雕刻机床或线锯加工立柱的输入CAD图纸尺寸,从下节至上节立柱夹片板材的细度(截面高度)逐渐较小,有利于重心向下靠近,梁柱结构更稳固;(3) Processing method: use multi-head CNC engraving machine tools or wire saws to process the input CAD drawing size of the column. From the lower section to the upper section, the fineness (section height) of the column clip plate is gradually smaller, which is conducive to the downward approach of the center of gravity. The beam-column structure is more stable;

(4)孔位设置:采用数控多排钻床或龙门铣床加工立柱柱体的垫块上的孔位,输入孔位直径和孔位置,孔径大小6-20mm;(4) Hole position setting: use CNC multi-row drilling machine or gantry milling machine to process the hole position on the pad of the column body, input the hole position diameter and hole position, and the hole size is 6-20mm;

(5)垫块加工:利用防腐木或重组竹或竹束单板层积来制作垫块,垫块厚度为40-60mm,高度和宽度为立柱夹片板材的尺寸;优先采用质量较轻的防腐木,如利用重组竹实施拼厚时应该将不同板材的纹理方向垂直,增加材料的抗劈力。在需要纵向接长的垫块位置处开设3-5mm厚、长度50-100mm的插接槽,用于十字交叉连接钢套连接件9连接插入;并在预制拉锁的位置打好6-18mm、深度30-80长的孔位。(5) Pad block processing: Use anti-corrosion wood or recombined bamboo or bamboo bundle veneer to make pads. The thickness of the pad is 40-60mm, and the height and width are the size of the column sandwich plate; the lighter weight is preferred. For anti-corrosion wood, if recombined bamboo is used for thickening, the grain direction of different boards should be vertical to increase the split resistance of the material. Set up a 3-5mm thick and 50-100mm long insertion slot at the position of the pad that needs to be lengthened longitudinally, for the connection and insertion of the cross-connection steel sleeve connector 9; and lay a 6-18mm, 6-18mm, The depth is 30-80 long holes.

(6)立柱的连接:将上述四片立柱用竹质工程材料夹片板材与垫块按照孔位在组装模具上夹持住,垫块与竹质夹片板材以及十字交叉连接钢套连接件9与插接槽之间涂刷冷压间苯二酚树脂或改性聚醋酸乙烯树脂FNP-300等其他户外用胶黏剂,通过长度80-150mm、直径6-20mm的圆头螺栓锁紧和垫片连接锁紧也可用沉头螺栓来固定。(6) Connection of columns: Clamp the above-mentioned four pieces of columns with bamboo engineering material clip plates and pads on the assembly mold according to the hole positions, and connect the pads, bamboo clip plates and cross-connected steel sleeves 9. Apply cold-pressed resorcinol resin or modified polyvinyl acetate resin FNP-300 and other outdoor adhesives between the socket and the socket, and lock them with round head bolts with a length of 80-150mm and a diameter of 6-20mm. The connection and locking with the gasket can also be fixed with countersunk bolts.

本实施例中,上斜撑5和下斜撑7均为板状结构,所述上斜撑5和下斜撑7均利用CNC数控雕刻机床或线锯加工安装,上斜撑5和下斜撑7与立柱1、主梁2和脚座3之间通过直径6-10mm的螺栓固定。上斜撑设置在立柱1和主梁2之间,下斜撑设置在立柱1和脚座3之间,起到固定和辅助支撑的作用。In this embodiment, the upper diagonal brace 5 and the lower diagonal brace 7 are plate-shaped structures, and the upper diagonal brace 5 and the lower diagonal brace 7 are processed and installed by CNC engraving machine tools or wire saws, and the upper diagonal brace 5 and the lower diagonal brace The support 7 is fixed with the column 1, the main beam 2 and the foot seat 3 by bolts with a diameter of 6-10mm. The upper diagonal brace is arranged between the column 1 and the main beam 2, and the lower diagonal brace is arranged between the column 1 and the foot seat 3 to play the role of fixing and auxiliary support.

实施例2Example 2

利用竹质工程材料优异的力学性能和耐久性,结合主梁、立柱的稳定性好、轻质高强的结构特点,并通过标准金属连接件的巧妙设计,能够充分展现大跨度、曲型截面的力学结构,适合用于户外多场景装配式竹结构建筑的开发应用。Utilizing the excellent mechanical properties and durability of bamboo engineering materials, combined with the good stability, light weight and high strength structural characteristics of main beams and columns, and through the ingenious design of standard metal connectors, it can fully demonstrate the characteristics of large-span and curved sections. The mechanical structure is suitable for the development and application of outdoor multi-scenario prefabricated bamboo structure buildings.

将实施例1中的多个户外竹质装配式双拼梁柱结构并排拼装在一起,相邻两个户外竹质装配式双拼梁柱结构的立柱1之间设置有肩梁11,所述肩梁11与立柱1之间通过T型连接件12固定连接,如图5所示,T型连接件12包括固定板12-1和接长板12-2,所述接长板12-2与肩梁插接固定;相邻两个户外竹质装配式双拼梁柱结构上连接有用于连接相邻主梁的钢管15,可形成用在停车、宣传栏和公交站的棚体,也可以通过设置两排相对设置的棚体组合在一起形成庭廊或者如图6所示的户外临时展厅。该棚体能够挡风、挡雨、防晒等功能,可根据实际选择拼装的户外竹质装配式双拼梁柱结构的数量。A plurality of outdoor bamboo assembled double beam-column structures in Example 1 are assembled side by side, and shoulder beams 11 are arranged between the columns 1 of two adjacent outdoor bamboo assembled double beam-column structures. The shoulder beam 11 and the column 1 are fixedly connected by a T-shaped connector 12. As shown in FIG. It is plugged and fixed with the shoulder beam; the adjacent two outdoor bamboo assembled double beam-column structures are connected with steel pipes 15 for connecting adjacent main beams, which can form sheds for parking, publicity columns and bus stops, and also Two rows of relatively arranged sheds can be combined to form a courtyard or an outdoor temporary exhibition hall as shown in FIG. 6 . The shed body can protect against wind, rain, and sun, and the number of outdoor bamboo-assembled double beam-column structures can be selected and assembled according to the actual situation.

本实施例中,所述肩梁为厚度30-60mm的重组竹或竹束/木单板层积材,T型连接件的安装宽度为120-300mm。In this embodiment, the shoulder beam is recombined bamboo or bamboo bundle/wood laminated veneer with a thickness of 30-60mm, and the installation width of the T-shaped connector is 120-300mm.

两个户外竹质装配式双拼梁柱结构可拼装成宣传栏的棚体,然后在两个并排的立柱之间设置宣传板;Two outdoor bamboo prefabricated double beam-column structures can be assembled into a shed for a publicity column, and then a publicity board is set between the two side-by-side columns;

如图7所示,多个户外竹质装配式双拼梁柱结构可拼装成可拼装成停车棚,停车棚内设置限位挡块16,且相邻的两根立柱1之间通过X型不锈钢钢索17连接,使多个的户外竹质装配式双拼梁柱结构能够稳固的连接在一起形成稳固的停车棚。As shown in Figure 7, a plurality of outdoor bamboo assembled double beam-column structures can be assembled into a parking shed, and limit stops 16 are set in the parking shed, and X-shaped The stainless steel cable 17 is connected, so that multiple outdoor bamboo assembled double beam-column structures can be firmly connected together to form a stable parking shed.

实施例3Example 3

本实施例户外竹质装配式双拼梁柱结构的装配方法,该装配方法包括以下步骤:The assembly method of the outdoor bamboo assembled double beam-column structure of this embodiment, the assembly method includes the following steps:

S1、按照预定位置刨坑填水泥混凝土并预埋锚勾预制件10;S1. Digging and filling cement concrete according to the predetermined position and pre-burying the anchor hook prefabricated part 10;

S2、利用膨胀螺栓锚勾预制件10固定在脚座3上;S2. Fix the anchor hook prefabricated part 10 on the foot base 3 with expansion bolts;

S3、将第一节立柱1-1固定在脚座3上,然后通过十字交接钢套连接件9将第一节立柱1-1和第二节立柱1-2初步固定连接;S3. Fix the first column 1-1 on the foot base 3, and then initially fix and connect the first column 1-1 and the second column 1-2 through the cross-joint steel sleeve connector 9;

S4、将下斜撑7初步安装在第一节立柱1-1和脚座3之间;S4. Preliminarily install the lower brace 7 between the first column 1-1 and the foot seat 3;

S5、主梁的安装与连接固定:S5. Installation and connection of the main beam:

S501、将第一节主梁2-1穿过十字交接钢套连接件9的钢套9-1上,并通过螺栓锁紧第一节主梁2-1和十字交接钢套连接件9;然后在第一节主梁2-1的端部通过钢索4与立柱1的两端部牵引连接;S501, passing the first section of the main beam 2-1 through the steel sleeve 9-1 of the cross transfer steel sleeve connector 9, and locking the first section of the main beam 2-1 and the cross transfer steel sleeve connector 9 through bolts; Then, the ends of the main beam 2-1 of the first section are traction-connected with the two ends of the column 1 through the steel cable 4;

S502、通过工字接长件6依次将第一节主梁2-1、第二节主梁2-2和第三节主梁2-3连接形成主梁,然后将上斜撑5安装在第一节立柱1-1和第二节主梁2-2之间,并然后将立柱1的顶部与第三节主梁2-3的端部通过钢索4牵引连接;S502. Connect the first main girder 2-1, the second main girder 2-2 and the third main girder 2-3 sequentially through the I-shaped extension piece 6 to form the main girder, and then install the upper brace 5 on between the first section column 1-1 and the second section main beam 2-2, and then connect the top of the column 1 with the end of the third section main beam 2-3 through the cable 4;

S6、检验立柱1、主梁2、脚座3、上斜撑5和下斜撑7之间连接状态是否能满足受力要求,对上斜撑5与主梁2之间的连接进行微调,对下斜撑7与脚座3之间的连接进行微调,达到最佳状态后,完成一个户外竹质装配式双拼梁柱结构的装配。S6. Check whether the connection state between the column 1, the main beam 2, the foot seat 3, the upper brace 5 and the lower brace 7 can meet the force requirements, and fine-tune the connection between the upper brace 5 and the main beam 2, Fine-tune the connection between the lower brace 7 and the foot seat 3, and after reaching the optimal state, complete the assembly of an outdoor bamboo-assembled double-combined beam-column structure.

S7、若要将多个竹质装配式双拼梁柱结构装配成停车棚,则在相邻的两根立柱之间通过T型连接件固定安装肩梁,并装配X型不锈钢钢索牵引拉紧,并且在相邻的主梁2之间设置多个钢管,并采用彩钢瓦、阳光板、耐力板或张拉膜等材料加工顶棚,再通过边条或张拉设备来固定顶棚,最后在棚内设置限位挡块。S7. To assemble multiple bamboo-assembled double beam-column structures into a parking shed, fix the shoulder beams between two adjacent columns through T-shaped connectors, and assemble X-shaped stainless steel cable traction and a plurality of steel pipes are set between the adjacent main beams 2, and the roof is processed with materials such as color steel tiles, sun panels, endurance boards or tensioned films, and then the roof is fixed by edge strips or tensioning equipment, and finally Set limit stops in the shed.

以上所述,仅是本实用新型的较佳实施例,并非对本实用新型作任何限制。凡是根据实用新型技术实质对以上实施例所作的任何简单修改、变更以及等效变化,均仍属于本实用新型技术方案的保护范围内。The above descriptions are only preferred embodiments of the utility model, and do not limit the utility model in any way. All simple modifications, changes and equivalent changes made to the above embodiments according to the technical essence of the utility model still belong to the protection scope of the technical solution of the utility model.

Claims (6)

1. a kind of open air bamboo matter assembled Two bors d's oeuveres beam column construction, which is characterized in that including fixing pedestal (3), vertical on the ground The material of the column (1) being obliquely installed and horizontal tilt setting girder (2), the column (1) and girder (2) is bamboo matter, institute The structure type for stating column (1) and girder (2) is Two bors d's oeuveres structure, and the bottom end of the column (1) and the one end of pedestal (3) rotate It is fixedly connected, the bottom end of the column (1) is also connect by upper diagonal brace (5) with the other end of the pedestal (3), the girder (2) top of one end and column (1) is fixed, and is fixedly connected by lower diagonal brace (7), the both ends of the girder (2) and column (1) top is connected by cable wire (4) traction, and the one of the angled downward from horizontal of the bottom end and girder (2) of the column (1) End passes through cable wire (4) traction connection.
2. a kind of outdoor bamboo matter assembled Two bors d's oeuveres beam column construction according to claim 1, which is characterized in that the girder It (2) include first segment girder (2-1), the second section girder (2-2) and the third section girder for passing sequentially through I-shaped extension piece (6) connection (2-3), the I-shaped extension piece (6) include first baffle (6-1) and second baffle (6-2), and connection first baffle (6-1) With the connecting plate (6-3) of second baffle (6-2), it is provided with and the connecting plate (6-3) cross in the middle part of the connecting plate (6-3) Partition panel (6-4) arranged in a crossed manner;Correspondence offers multiple first on the first baffle (6-1) and second baffle (6-2) Bolt hole (6-5), the end that the connecting plate (6-3) is located at the two sides partition panel (6-4) offer the second bolt hole (6-6), institute It states and is threaded with bolt on bolt hole;The first segment girder (2-1), the second section girder (2-2) and third section girder (2-3) End and connecting plate (6-3) mating position offer slot, first segment girder (2-1), the second section girder (2-2) and Third section girder (2-3) is bolted with I-shaped extension piece (6);
The first segment column (1-1) and the second section column (1- that the column (1) passes through cross handover steel bushing connector (9) connection 2), the bottom end of the first segment column (1-1) is rotatablely connected by revolving part (7) and pedestal (3);The cross handover steel bushing connects Fitting (9) is including that can pass through the steel bushing (9-1) of first segment girder (2-1) and the spreading plate (9- in the side steel bushing (9-1) is arranged 2) it, is offered third bolt hole (9-3) on the steel bushing (9-1), offers the 4th bolt hole (9- on the spreading plate (9-2) 4), an end face of the first segment column (1-1) is offered is used to place steel bushing with what the steel bushing (9-1) shape matched The accommodation groove of (9-1), offer on the second section column (1-2) with the inserting groove that is used for grafting spreading plate (9-2), described ten Word handover steel bushing connector (9) is bolted with the second section column (1-2), cross handover steel bushing connector (9) and First segment column (1-1) and first segment girder (2-1) are bolted to connection.
3. a kind of outdoor bamboo matter assembled Two bors d's oeuveres beam column construction according to claim 1 or 2, which is characterized in that the foot Seat (3) includes substrate (3-4) and the rotating seat (3-1) being mounted on substrate (3-4), lower diagonal brace connector (3-2) and attachment base (3-3), the bottom of the substrate (3-4) are provided with multiple anchor hook prefabricated components (10), and attachment base (3-3) setting is revolved in rotation Between swivel base (3-1) and lower diagonal brace connector (3-2), the rotating seat (3-1) is connected with rotary connector by steel pipe rotary (3-6) offers the sliding slot (3-2-1) for adjusting lower diagonal brace (7) diagonal brace angle, institute on the lower diagonal brace connector (3-2) It states and successively offers multiple limiting slots (3-2-2) in sliding slot inner bottom wall.
4. a kind of outdoor bamboo matter assembled Two bors d's oeuveres beam column construction according to claim 3, which is characterized in that the rotating seat The two sides of (3-1), upper diagonal brace connector (3-2) and attachment base (3-3) are provided with stiffened panel (3-5) between substrate (3-4).
5. a kind of outdoor bamboo matter assembled Two bors d's oeuveres beam column construction according to claim 2, which is characterized in that the girder (1) it is fixedly installed on diagonal brace mounting base (8), the upper diagonal brace mounting base (8) offers slippage slot, the upper diagonal brace (5) Both ends offer the upper diagonal brace connecting hole, one end of the upper diagonal brace (5) is provided with described by screw bolt passes The sliding of the slippage slot of upper diagonal brace connecting hole and girder is fixedly connected, and offers diagonal brace mounting hole on the column (2), it is described on The other end of diagonal brace (5) passes through the upper diagonal brace mounting hole and upper diagonal brace connecting hole by bolt and column (2) rotation is fixed and connected It connects.
6. a kind of outdoor bamboo matter assembled Two bors d's oeuveres beam column construction according to claim 1, which is characterized in that the girder It (2) is curved plate-like structure, the column (1) is plate structure;The column (1) and girder (2) include two blocks of intermediate plate plates Plate and the cushion block being clamped between two blocks of intermediate plate plate plate form, spray coating durability wood wax oil on the intermediate plate plate plate Or paint, the material of intermediate plate plate plate is recombining bamboo or bamboo beam/veneer laminated timber, and the cushion block is by anticorrosive wood or recombination Bamboo or bamboo beam laminated veneer lumber composite wood make cushion block.
CN201822200287.9U 2018-12-26 2018-12-26 Outdoor bamboo matter assembled double-spliced beam column structure Expired - Fee Related CN209277286U (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109457805A (en) * 2018-12-26 2019-03-12 国际竹藤中心 A kind of outdoor bamboo quality assembled double beam-column structure and its assembly method and application
CN114809745A (en) * 2022-04-01 2022-07-29 澳莆(上海)环保科技有限公司 Bamboo structure automobile shed

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109457805A (en) * 2018-12-26 2019-03-12 国际竹藤中心 A kind of outdoor bamboo quality assembled double beam-column structure and its assembly method and application
CN109457805B (en) * 2018-12-26 2023-09-12 国际竹藤中心 An outdoor bamboo assembled double beam-column structure and its assembly method and application
CN114809745A (en) * 2022-04-01 2022-07-29 澳莆(上海)环保科技有限公司 Bamboo structure automobile shed
CN114809745B (en) * 2022-04-01 2024-04-09 澳莆(上海)环保科技有限公司 Bamboo-structure automobile shed

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