CN114856067A - A kind of building roof truss support structure and construction method based on structural mechanics - Google Patents
A kind of building roof truss support structure and construction method based on structural mechanics Download PDFInfo
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- 238000003825 pressing Methods 0.000 claims description 10
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B7/00—Roofs; Roof construction with regard to insulation
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- 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
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B7/00—Roofs; Roof construction with regard to insulation
- E04B7/02—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs
- E04B7/022—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs consisting of a plurality of parallel similar trusses or portal frames
- E04B7/024—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs consisting of a plurality of parallel similar trusses or portal frames the trusses or frames supporting load-bearing purlins, e.g. braced purlins
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D3/00—Roof covering by making use of flat or curved slabs or stiff sheets
- E04D3/36—Connecting; Fastening
- E04D3/3605—Connecting; Fastening of roof covering supported directly by the roof structure
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- 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
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2406—Connection nodes
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- 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
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2418—Details of bolting
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- 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
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B2001/249—Structures with a sloping roof
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/50—Photovoltaic [PV] energy
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Abstract
本发明涉及建筑桁架技术领域,且公开了一种基于结构力学的建筑屋顶桁架支撑结构,包括桁架、彩钢板和连接单元,所述桁架的一端固定连接有固定座,所述桁架的另一端固定连接有固定板,且固定板设有弯折部,所述固定板与连接单元相连,所述桁架的上端连接有多个横杆,多个所述横杆的两端均设有连接部,且横杆通过连接部连接有连接机构。该基于结构力学的建筑屋顶桁架支撑结构及施工方法,可以通过模块化设计降低运输和吊装的难度,且桁架结构具有较高的吸能性,同时桁架结构用料少自重轻,不影响建筑物的内部空间。
The invention relates to the technical field of building trusses, and discloses a building roof truss support structure based on structural mechanics, comprising a truss, a color steel plate and a connecting unit, one end of the truss is fixedly connected with a fixing seat, and the other end of the truss is fixed A fixed plate is connected, and the fixed plate is provided with a bending portion, the fixed plate is connected with the connecting unit, the upper end of the truss is connected with a plurality of cross bars, and the two ends of the plurality of cross bars are provided with connecting portions, And the cross bar is connected with a connecting mechanism through the connecting part. The building roof truss support structure and construction method based on structural mechanics can reduce the difficulty of transportation and hoisting through modular design, and the truss structure has high energy absorption. At the same time, the truss structure uses less materials and light weight, which does not affect the building. of the interior space.
Description
技术领域technical field
本发明涉及建筑桁架技术领域,具体为一种基于结构力学的建筑屋顶桁架支撑结构及施工方法。The invention relates to the technical field of building trusses, in particular to a building roof truss support structure and a construction method based on structural mechanics.
背景技术Background technique
桁架结构是格构化的一种梁式结构,桁架结构常用于大跨度的厂房、展览馆、体育馆和桥梁等公共建筑中。由于大多用于建筑的屋盖结构,桁架通常也被称作屋架,桁架的各杆件受力均以单向拉、压为主,通过对上下弦杆和腹杆的合理布置,可适应结构内部的弯矩和剪力分布,由于水平方向的拉、压内力实现了自身平衡,整个结构不对支座产生水平推力,在抗剪方面,通过合理布置腹杆,能够将剪力逐步传递给支座。这样无论是抗弯还是抗剪,桁架结构都能够使材料强度得到充分发挥,从而适用于各种跨度的建筑屋盖结构,最常见的悬架结构为整体式的三角形和弧形结构。The truss structure is a latticed beam structure, and the truss structure is often used in public buildings such as large-span workshops, exhibition halls, gymnasiums and bridges. Since most of the roof structures are used in buildings, trusses are usually also called roof trusses. Each member of the truss is mainly subjected to one-way tension and compression. The internal bending moment and shear force distribution, due to the self-balancing of the horizontal tensile and compressive forces, the entire structure does not generate horizontal thrust on the support. In terms of shear resistance, by rationally arranging the web rods, the shear force can be gradually transmitted to the support. seat. In this way, whether it is bending or shearing, the truss structure can give full play to the strength of the material, so it is suitable for building roof structures of various spans. The most common suspension structures are integral triangular and arc structures.
目前,传统的三角形桁架结构受到下玄杆的限制,一定程度上影响了建筑物内部的空间,此外,弧形结构的桁架结构虽然不影响建筑物内部的空间,但是其用料多,自重也大,而且桁架结构均为整体式设计,弦杆和腹杆均采用焊接的方式,虽然结构强度大,这不仅增加了运输和吊装的难度,其刚性的连接结构也降低了桁架的抗震性。At present, the traditional triangular truss structure is limited by the lower mysterious rod, which affects the space inside the building to a certain extent. In addition, although the truss structure of the arc structure does not affect the space inside the building, it uses a lot of materials and its own weight is also high. Moreover, the truss structure is of integral design, and the chords and webs are welded. Although the structure is strong, this not only increases the difficulty of transportation and hoisting, but also reduces the seismic resistance of the truss due to its rigid connection structure.
发明内容SUMMARY OF THE INVENTION
(一)解决的技术问题(1) Technical problems solved
针对现有技术的不足,本发明提供了一种基于结构力学的建筑屋顶桁架支撑结构及施工方法,可以通过模块化设计降低运输和吊装的难度,且桁架结构具有较高的吸能性,同时桁架结构用料少自重轻,不影响建筑物的内部空间等优点,解决了传统的三角形桁架结构受到下玄杆的限制,一定程度上影响了建筑物内部的空间,此外,弧形结构的桁架结构虽然不影响建筑物内部的空间,但是其用料多,自重也大,弦杆和腹杆均采用焊接的方式,虽然结构强度大,这不仅增加了运输和吊装的难度,其刚性的连接结构也降低了桁架的抗震性的问题。In view of the deficiencies of the prior art, the present invention provides a building roof truss support structure and a construction method based on structural mechanics, which can reduce the difficulty of transportation and hoisting through modular design, and the truss structure has high energy absorption, and at the same time The truss structure uses less materials and light weight, and does not affect the interior space of the building. Although the structure does not affect the space inside the building, it uses a lot of materials and has a large self-weight. Both the chord and the web are welded. Although the structure has high strength, this not only increases the difficulty of transportation and hoisting, but also makes its rigid connection. The structure also reduces the problem of seismic resistance of the truss.
(二)技术方案(2) Technical solutions
为实现上述的目的,本发明提供如下技术方案:一种基于结构力学的建筑屋顶桁架支撑结构,包括桁架、彩钢板和连接单元,所述桁架的一端固定连接有固定座,所述桁架的另一端固定连接有固定板,且固定板设有弯折部,所述固定板与连接单元相连,所述桁架的上端连接有多个横杆,多个所述横杆的两端均设有连接部,且横杆通过连接部连接有连接机构;In order to achieve the above purpose, the present invention provides the following technical solutions: a building roof truss support structure based on structural mechanics, including a truss, a color steel plate and a connecting unit, one end of the truss is fixedly connected with a fixed seat, and the other end of the truss is connected. One end is fixedly connected with a fixed plate, and the fixed plate is provided with a bent portion, the fixed plate is connected with the connecting unit, the upper end of the truss is connected with a plurality of cross bars, and the two ends of the plurality of cross bars are connected with each other. part, and the cross bar is connected with a connecting mechanism through the connecting part;
所述连接机构用于在施工时临时连接相邻的两个横杆,同时在安装后对两个横杆的连接处进行固定;The connecting mechanism is used to temporarily connect two adjacent cross bars during construction, and at the same time fix the connection of the two cross bars after installation;
所述横杆的杆壁上通过安装槽固定连接有卡块,所述横杆通过卡块与彩钢板的侧壁相连。A clamping block is fixedly connected to the rod wall of the transverse rod through the installation groove, and the transverse rod is connected to the side wall of the color steel plate through the clamping block.
优选的,所述连接机构包括U形块,所述U形块的两个竖直部上端均开设有直角缺口,所述U形块通过直角缺口卡接有压板,所述压板的侧壁开设有圆孔,所述压板的两端均设有卡接部,所述U形块的两个竖直部上端均设有两个环形部,所述U形块通过环形部套接有两个插销,两个所述插销的侧壁均开设有缺口,且缺口与卡接部卡接,所述U形块的水平部一侧固定连接有螺纹柱,所述螺纹柱穿过圆孔并螺纹连接有螺帽;Preferably, the connecting mechanism includes a U-shaped block, the upper ends of the two vertical parts of the U-shaped block are both provided with a right-angle notch, the U-shaped block is clamped with a pressure plate through the right-angle notch, and the side wall of the pressure plate is opened There are round holes, both ends of the pressing plate are provided with clamping parts, the upper ends of the two vertical parts of the U-shaped block are provided with two annular parts, and the U-shaped block is sleeved with two annular parts. A plug, the side walls of the two plugs are provided with a notch, and the notch is clamped with the clamping part, and a threaded column is fixedly connected to one side of the horizontal part of the U-shaped block, and the threaded column passes through the circular hole and is threaded connected with a nut;
所述压板的下端对称固定连接有多个三角块,所述直角缺口的一侧开设有多个第一豁口,所述连接部的边角处开设有多个第二豁口,所述第一豁口和第二豁口共同与三角块卡接,所述U形块的侧壁对称固定连接有两个连接片,两个所述连接片的侧壁均开设有多个安装孔。The lower end of the pressing plate is symmetrically and fixedly connected with a plurality of triangular blocks, one side of the right-angle notch is provided with a plurality of first gaps, and the corners of the connecting portion are provided with a plurality of second gaps, the first gaps Together with the second notch, the triangular block is clamped together. The side walls of the U-shaped block are symmetrically and fixedly connected with two connecting pieces, and the side walls of the two connecting pieces are each provided with a plurality of mounting holes.
优选的,所述连接单元包括支撑架,所述支撑架的侧壁对称固定连接有两个弯板,且弯板的弯折角度与弯折部相同,所述弯板和固定板通过多个第一螺栓固定连接,两个所述弯板的下端共同固定连接有支撑杆,所述支撑杆的两端均对称固定连接有两个顶杆,两个所述顶杆的一端均与弯板的侧壁固定连接;Preferably, the connecting unit includes a support frame, the side wall of the support frame is symmetrically and fixedly connected with two bent plates, and the bending angle of the bent plates is the same as the bending portion, and the bent plate and the fixed plate pass through a plurality of The first bolt is fixedly connected, the lower ends of the two curved plates are fixedly connected with a support rod, the two ends of the support rod are symmetrically fixedly connected with two top rods, and one end of the two top rods is connected to the curved board. fixed connection of the side wall;
所述支撑杆的两端均倾斜固定连接有托板,且托板与桁架相连,所述桁架的侧壁对称固定连接有两个支撑板,两个所述支撑板均通过第二螺栓与支撑杆的杆壁固定连接。Both ends of the support rod are obliquely and fixedly connected with support plates, and the support plates are connected with the truss, and the side walls of the truss are symmetrically and fixedly connected with two support plates, both of which are supported by second bolts. The rod wall is fixedly connected.
优选的,所述横杆的杆壁上固定连接有圆板,所述圆板的上端固定连接有橡胶圈,所述橡胶圈内设有圆台,所述圆台的一端与圆板固定连接,所述圆台的另一端设有弧形面,所述圆台的上端开设有第一螺纹孔,所述第一螺纹孔内螺纹连接有螺钉,所述螺钉上套接有压环,所述压环的下端开口处开设有与圆台相配合的坡口,所述横杆通过螺钉和压环配与彩钢板连接。Preferably, a circular plate is fixedly connected to the rod wall of the cross bar, a rubber ring is fixedly connected to the upper end of the circular plate, a circular platform is arranged in the rubber ring, and one end of the circular platform is fixedly connected to the circular plate, so The other end of the circular table is provided with an arc-shaped surface, and the upper end of the circular table is provided with a first threaded hole, the first threaded hole is threadedly connected with a screw, and a pressure ring is sleeved on the screw. The opening at the lower end is provided with a groove matched with the round table, and the cross bar is connected with the color steel plate through screws and pressure rings.
优选的,所述卡块的下端设有两个凸起,所述卡块通过两个凸起卡接有弧形块,所述弧形块的一端设有两个定位凸起,所述弧形块的另一端设有倾斜面,所述弧形块与桁架的侧壁固定连接,所述拉杆固定在卡块上。Preferably, the lower end of the clamping block is provided with two protrusions, the clamping block is clamped with an arc-shaped block through the two protrusions, and one end of the arc-shaped block is provided with two positioning protrusions. The other end of the shaped block is provided with an inclined surface, the arc-shaped block is fixedly connected with the side wall of the truss, and the tie rod is fixed on the clamping block.
优选的,所述卡块的侧壁通过通孔套接有固定螺栓,所述弧形块的侧壁通过第二螺纹孔与固定螺栓连接,所述固定螺栓与弧形块配合固定拉杆,且拉杆为X形结构。Preferably, the side wall of the clamping block is sleeved with a fixing bolt through a through hole, the side wall of the arc-shaped block is connected with the fixing bolt through the second threaded hole, and the fixing bolt cooperates with the arc-shaped block to fix the pull rod, and The pull rod is an X-shaped structure.
本发明还提供了一种基于结构力学的建筑屋顶桁架支撑结构的施工方法,包括以下步骤:The present invention also provides a construction method of a building roof truss support structure based on structural mechanics, comprising the following steps:
步骤一、在施工现场组装屋顶桁架结构;Step 1. Assemble the roof truss structure at the construction site;
步骤二、在相邻的两个屋顶桁架结构之间用安装连接机构、拉杆和加强杆连接;
步骤三、安装彩钢板,并对接缝处做防水处理;Step 3: Install the color steel plate and waterproof the seams;
步骤四、在屋顶桁架顶部安装屋脊。
优选的,所述步骤一中的屋顶桁架结构由一个连接单元、两个桁架、两个彩钢板以及多个横杆组成,桁架上安装的横杆根据屋顶跨度设置,且连接单元、桁架和横杆的组装作业在地面进行。Preferably, the roof truss structure in the first step is composed of one connecting unit, two trusses, two color steel plates and a plurality of cross bars. The assembly of the rod is carried out on the ground.
优选的,所述步骤二中屋顶桁架结构组装后吊装至建筑物立柱顶部进行固定安装,使用连接机构临时连接相邻的横杆,在安装拉杆和加强杆后再次使用连接机构固定横杆。Preferably, in the second step, the roof truss structure is assembled and hoisted to the top of the building column for fixed installation, the connecting mechanism is used to temporarily connect the adjacent cross bars, and the connecting mechanism is used again to fix the cross bars after installing the tie rods and reinforcing rods.
(三)有益效果(3) Beneficial effects
与现有技术相比,本发明提供了一种基于结构力学的建筑屋顶桁架支撑结构,具备以下有益效果:Compared with the prior art, the present invention provides a building roof truss support structure based on structural mechanics, which has the following beneficial effects:
1、本发明在使用的时候,通过在施工现场组装屋顶桁架结构,每个屋顶桁架结构均由一个连接单元、两个桁架、两个彩钢板以及多个横杆组成,且连接单元、桁架和横杆的组装作业在地面进行,即便于运输,也便于吊装,并且各个组成单元之间调节具有调节间隙,降低了安装时的技术要求,此外,压环、螺钉上、与圆台配合能在彩钢板上的装配孔处压出一个凸缘,进而可以与橡胶圈配合起到良好的防水效果,无需进行额外的防水处理作业。1. When the present invention is in use, by assembling the roof truss structure at the construction site, each roof truss structure is composed of a connecting unit, two trusses, two color steel plates and a plurality of cross bars, and the connecting units, trusses and The assembly of the crossbar is carried out on the ground, which is easy to hoist even if it is transported, and there is an adjustment gap between each component unit, which reduces the technical requirements during installation. A flange is pressed out of the assembly hole on the steel plate, which can cooperate with the rubber ring to achieve a good waterproof effect, and no additional waterproof treatment is required.
2、本发明设置有的连接机构,在使用时,将插销插入环形部内用于对横杆进行临时固定,用压板卡入直角缺口内,并使用螺帽与螺纹柱配合压紧压板,压板上的三角块使U形块与横杆之间稳固连接不易松脱,同时卡接部卡合在缺口内,对插销进行定位,增加横杆的连接处抗压强度,同时U形块之间通过拉杆相连,有效的降低了横杆连接处的受力强度,且U形块与横杆之间的间隙可有效增加其缓冲性能。2. The connecting mechanism provided in the present invention, when in use, inserts the pin into the annular portion for temporary fixing of the cross bar, uses the pressure plate to snap into the right-angle notch, and uses the nut to cooperate with the threaded column to compress the pressure plate, the pressure plate. The upper triangular block makes the connection between the U-shaped block and the cross bar not easy to loosen, and at the same time, the clamping part is clamped in the gap to locate the pin and increase the compressive strength of the connection of the cross bar. Connected by tie rods, the force strength of the cross-bar connection is effectively reduced, and the gap between the U-shaped block and the cross-bar can effectively increase its buffering performance.
3、本发明设置有的连接单元,在固定板利用弯折部与弯板时,利用弯折的结构可以实现固定板与弯板的卡接,且连接单元的弯板从两个方向承受桁架传递的挤压力和下压力,然后在利用第一螺栓加以固定,即加强了固定板与弯板之间的连接强度,也实现了柔性连接,使桁架结构具有良好的吸能效果,此外,卡块与弧形块卡接可快速安装横杆,且固定螺栓同时对卡块和拉杆进行固定安装,进而实现安装过程桁架、彩钢板、横杆和拉杆之间均具有一定的吸能性,增加了屋顶桁架结构的抗震性。3. The connecting unit provided in the present invention can realize the clamping connection between the fixed plate and the bent plate by using the bent structure when the fixed plate uses the bent portion and the bent plate, and the bent plate of the connecting unit supports the truss from two directions. The transmitted extrusion force and down pressure are then fixed by the first bolt, which strengthens the connection strength between the fixed plate and the bent plate, and also realizes the flexible connection, so that the truss structure has a good energy absorption effect. In addition, The clamping block and the arc block can quickly install the cross bar, and the fixing bolts fix the clamping block and the tie rod at the same time, so as to realize the certain energy absorption between the truss, the color steel plate, the cross rod and the tie rod during the installation process. Increased seismic resistance of roof truss structures.
附图说明Description of drawings
图1为本发明提出的一种基于结构力学的建筑屋顶桁架支撑结构结构示意图;Fig. 1 is a kind of structural mechanics schematic diagram of building roof truss support structure proposed by the present invention;
图2为本发明提出的一种基于结构力学的建筑屋顶桁架支撑结构图1的仰视图;Fig. 2 is a bottom view of Fig. 1 of the building roof truss support structure based on structural mechanics proposed by the present invention;
图3为本发明提出的一种基于结构力学的建筑屋顶桁架支撑结构中横杆的结构示意图;3 is a schematic structural diagram of a cross bar in a building roof truss support structure based on structural mechanics proposed by the present invention;
图4为本发明提出的一种基于结构力学的建筑屋顶桁架支撑结构施工后的效果图;4 is an effect diagram after construction of a building roof truss support structure based on structural mechanics proposed by the present invention;
图5为本发明提出的一种基于结构力学的建筑屋顶桁架支撑结构图4中A处的结构放大图;5 is an enlarged view of the structure at A in FIG. 4 based on a structural mechanics-based building roof truss support structure proposed by the present invention;
图6为本发明提出的一种基于结构力学的建筑屋顶桁架支撑结构图4中B处的结构放大图;6 is an enlarged view of the structure at B in FIG. 4 based on a structural mechanics-based building roof truss support structure proposed by the present invention;
图7为本发明提出的一种基于结构力学的建筑屋顶桁架支撑结构中连接单元结构示意图;7 is a schematic diagram of the structure of connecting units in a building roof truss support structure based on structural mechanics proposed by the present invention;
图8为本发明提出的一种基于结构力学的建筑屋顶桁架支撑结构中连接机构的结构示意图;FIG. 8 is a schematic structural diagram of a connection mechanism in a building roof truss support structure based on structural mechanics proposed by the present invention;
图9为本发明提出的一种基于结构力学的建筑屋顶桁架支撑结构图8中压板和三角块的结构示意图;FIG. 9 is a structural schematic diagram of a pressure plate and a triangular block in FIG. 8 based on a structural mechanics-based building roof truss support structure proposed by the present invention;
图10为本发明提出的一种基于结构力学的建筑屋顶桁架支撑结构中圆板圆台和压环的结构示意图;10 is a schematic structural diagram of a circular plate round table and a pressure ring in a structural mechanics-based building roof truss support structure proposed by the present invention;
图11为本发明提出的一种基于结构力学的建筑屋顶桁架支撑结构中卡块和弧形块的剖视图;Figure 11 is a cross-sectional view of a clamping block and an arc-shaped block in a building roof truss support structure based on structural mechanics proposed by the present invention;
图12为本发明提出的一种基于结构力学的建筑屋顶桁架支撑结构中卡块和弧形块的结构示意图。FIG. 12 is a schematic structural diagram of a clamping block and an arc-shaped block in a building roof truss support structure based on structural mechanics proposed by the present invention.
图中:1、支撑架;2、弯板;3、桁架;4、拉杆;5、横杆;6、彩钢板;7、固定板;8、卡块;9、支撑杆;10、顶杆;11、支撑板;12、托板;13、螺帽;14、三角块;15、卡接部;16、插销;17、缺口;18、环形部;19、直角缺口;20、第一豁口;21、连接片;22、第二豁口;23、U形块;24、螺纹柱;25、连接部;26、压板;27、螺钉;28、压环;29、圆台;30、橡胶圈;31、圆板;32、弧形块;33、固定螺栓;34、凸起;35、定位凸起。In the picture: 1. Support frame; 2. Bending plate; 3. Truss; 4. Tie rod; 5. Cross bar; 6. Color steel plate; 7. Fixed plate; ; 11, support plate; 12, support plate; 13, nut; 14, triangular block; 15, snap part; 16, latch; 17, gap; 18, ring part; 19, right-angle gap; 20, first gap ;21, connecting piece; 22, second gap; 23, U-shaped block; 24, threaded column; 25, connecting part; 26, pressure plate; 27, screw; 28, pressure ring; 29, round table; 30, rubber ring; 31, circular plate; 32, arc block; 33, fixing bolt; 34, protrusion; 35, positioning protrusion.
具体实施方式Detailed ways
下面将结合本发明实施例中的附图,对本发明实施例中的技术方案进行清楚、完整地描述,显然,所描述的实施例仅仅是本发明一部分实施例,而不是全部的实施例。基于本发明中的实施例,本领域普通技术人员在没有做出创造性劳动前提下所获得的所有其他实施例,都属于本发明保护的范围。The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only a part of the embodiments of the present invention, but not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those of ordinary skill in the art without creative efforts shall fall within the protection scope of the present invention.
实施例1:Example 1:
参照附图1-12,一种基于结构力学的建筑屋顶桁架支撑结构,包括桁架3、彩钢板6和连接单元,桁架3的一端固定连接有固定座,桁架3的另一端固定连接有固定板7,且固定板7设有弯折部,固定板7与连接单元相连,桁架3的上端连接有多个横杆5,多个横杆5的两端均设有连接部25,且横杆5通过连接部25连接有连接机构,连接机构用于在施工时临时连接相邻的两个横杆5,同时在安装后对两个横杆5的连接处进行固定。1-12, a kind of building roof truss support structure based on structural mechanics, including
横杆5的杆壁上固定连接有圆板31,圆板31的上端固定连接有橡胶圈30,橡胶圈30内设有圆台29,圆台29的一端与圆板31固定连接,圆台29的另一端设有弧形面,圆台29的上端开设有第一螺纹孔,第一螺纹孔内螺纹连接有螺钉27,螺钉27上套接有压环28,压环28的下端开口处开设有与圆台29相配合的坡口,横杆5通过螺钉27和压环配28与彩钢板6连接。A
本发明在使用的时候,在连接单元两侧对称固定两个桁架3,并将横杆5固定在桁架3的对应位置,组装后进行吊装,吊装后,将固定座与对应的立柱(图中未示出)上,随后,用连接机构临时连接相邻的两个横杆5,然后在对应位置安装固定拉杆4和加强杆(如图4所示),最后在用连接机构对两个横杆5的连接处进行固定,最后铺设安装彩钢板6,彩钢板6上预先按照设计的尺寸冲出装配孔洞,在固定时,先将压环28套在螺钉27上,然后将螺钉27旋进第一螺纹孔内,螺钉27压紧压环28时,圆台29上端的弧形面与压环28下端的坡口配合压紧彩钢板6,此时彩钢板6上的装配孔处被压至变形形成一个凸缘,进而可以与橡胶圈30配合起到良好的防水效果,无需对固定点进行额外的防水处理作业。When the present invention is in use, two
实施例2:基于实施例1有所不同的是;Embodiment 2: What is different based on Embodiment 1 is;
参照附图8-9,所述连接机构包括U形块23,U形块23的两个竖直部上端均开设有直角缺口19,U形块23通过直角缺口19卡接有压板26,压板26的侧壁开设有圆孔,压板26的两端均设有卡接部15,U形块23的两个竖直部上端均设有两个环形部18,U形块23通过环形部18套接有两个插销16,两个插销16的侧壁均开设有缺口17,且缺口17与卡接部15卡接,U形块23的水平部一侧固定连接有螺纹柱24,螺纹柱24穿过圆孔并螺纹连接有螺帽13;8-9, the connection mechanism includes a
压板26的下端对称固定连接有多个三角块14,直角缺口19的一侧开设有多个第一豁口20,连接部25的边角处开设有多个第二豁口22,第一豁口20和第二豁口22共同与三角块14卡接,U形块23的侧壁对称固定连接有两个连接片21,两个连接片21的侧壁均开设有多个安装孔。The lower end of the
本发明设置有的连接机构,在使用时,先将U形块23由下向上扣在相邻的两个横杆5上的连接部25,并将插销16插入环形部18内,进而对横杆5进行临时固定,然后在连接拉杆4和加强杆(如图3-5中所示),最后将压板26卡入直角缺口19内,并使用螺帽13与螺纹柱24配合压紧压板26,压板26上的三角块14卡入第二豁口22内挤压横杆5上的连接部25,且三角块14同时卡入第一豁口20内,使U形块23与横杆5之间稳固连接,不易松脱,同时压板26上的卡接部15卡合在插销16上的缺口17内,对插销16进行定位,使U形块23与插销16和压板26配合增加横杆5的连接处抗压强度,同时U形块23之间通过连接片21和拉杆4相连,有效的降低了横杆5连接处的受力强度,此外,U形块23与横杆5之间的间隙可有效增加其缓冲性能。In the connecting mechanism provided in the present invention, when in use, the
实施例3:基于实施例1有不同的是;Embodiment 3: There are differences based on Embodiment 1;
参照附图7,连接单元包括支撑架1,支撑架1的侧壁对称固定连接有两个弯板2,且弯板2的弯折角度与弯折部相同,弯板2和固定板7通过多个第一螺栓固定连接,两个弯板2的下端共同固定连接有支撑杆9,支撑杆9的两端均对称固定连接有两个顶杆10,两个顶杆10的一端均与弯板2的侧壁固定连接,支撑杆9的两端均倾斜固定连接有托板12,且托板12与桁架3相连,桁架3的侧壁对称固定连接有两个支撑板11,两个支撑板11均通过第二螺栓与支撑杆9的杆壁固定连接;7, the connection unit includes a support frame 1, the side wall of the support frame 1 is symmetrically and fixedly connected with two
横杆5的杆壁上通过安装槽固定连接有卡块8,横杆5通过卡块8与彩钢板6的侧壁相连,卡块8的下端设有两个凸起34,卡块8通过两个凸起34卡接有弧形块32,弧形块32的一端设有两个定位凸起35,弧形块32的另一端设有倾斜面,弧形块32与桁架3的侧壁固定连接,拉杆4固定在卡块8上,卡块8的侧壁通过通孔套接有固定螺栓33,弧形块32的侧壁通过第二螺纹孔与固定螺栓33连接,固定螺栓33与弧形块32配合固定拉杆4,且拉杆4为X形结构。A
本发明设置有的连接单元,在固定板7利用弯折部与弯板2时,利用弯折的结构可以实现固定板与7弯板2的卡接,且连接单元的弯板2从两个方向承受桁架3传递的挤压力和下压力,然后在利用第一螺栓加以固定,即加强了固定板7与弯板2之间的连接强度,也实现了柔性连接,使桁架结构具有良好的吸能效果,此外在固定横杆5时,直接将横杆5上的卡块8与桁架3上的弧形块32卡接,卡接后横杆5与卡块8之间预连接,在使用固定螺栓33固定拉杆4后,固定螺栓33穿过拉杆4、卡块8与弧形块32上的第二螺纹孔连接,进而连接后桁架3上无需打孔,且弧形块32既可以增加桁架3受力点的结构强度,也可以使用固定螺栓33同时对卡块8和拉杆4进行固定安装,进而实现安装过程桁架3、彩钢板6、横杆5和拉杆4之间均具有一定的吸能性,增加了屋顶桁架结构的抗震性。In the connecting unit provided in the present invention, when the fixing
本发明还提供了一种基于结构力学的建筑屋顶桁架支撑结构的施工方法,包括以下步骤:The present invention also provides a construction method of a building roof truss support structure based on structural mechanics, comprising the following steps:
步骤一、在施工现场组装屋顶桁架结构,每个屋顶桁架结构均由一个连接单元、两个桁架3、两个彩钢板6以及多个横杆5组成,桁架3上安装的横杆5根据屋顶跨度设置,且连接单元、桁架3和横杆5的组装作业在地面进行,屋顶桁架结构采用模块化生产,即便于运输,也便于吊装,并且各个组成单元之间调节具有调节间隙,降低了安装时的技术要求;Step 1. Assemble the roof truss structure at the construction site. Each roof truss structure is composed of a connecting unit, two
步骤二、在相邻的两个屋顶桁架结构之间用安装连接机构、拉杆4和加强杆连接,屋顶桁架结构组装后吊装至建筑物立柱顶部进行固定安装,使用连接机构临时连接相邻的横杆5,在安装拉杆4和加强杆后再次使用连接机构固定横杆5,连接机构以较大的接触面积保证两个横杆5之间的连接强度,并且以拉杆4直接连接桁架3,使连接机构受到的力分散至桁架3上,既可以保证桁架3与横杆5之间的连接强度,也可以使二者之间具备较高的吸能性。
步骤三、安装彩钢板6,并对接缝处做防水处理,采用粘接胶或铺设防水卷材;Step 3: Install the
步骤四、在屋顶桁架顶部安装屋脊。
需要说明的是,术语“包括”或者其任何其他变体意在涵盖非排他性的包含,从而使得包括一系列要素的过程、方法、物品或者设备不仅包括那些要素,而且还包括没有明确列出的其他要素,或者是还包括为这种过程、方法、物品或者设备所固有的要素。在没有更多限制的情况下,由语句“包括一个……”限定的要素,并不排除在包括所述要素的过程、方法、物品或者设备中还存在另外的相同要素。It should be noted that the term "comprising" or any other variation thereof is intended to encompass a non-exclusive inclusion such that a process, method, article or device comprising a series of elements includes not only those elements, but also not expressly listed Other elements, or elements that are inherent to such a process, method, article or apparatus. Without further limitation, an element qualified by the phrase "comprising a..." does not preclude the presence of additional identical elements in a process, method, article or apparatus that includes the element.
尽管已经示出和描述了本发明的实施例,对于本领域的普通技术人员而言,可以理解在不脱离本发明的原理和精神的情况下可以对这些实施例进行多种变化、修改、替换和变型,本发明的范围由所附权利要求及其等同物限定。Although embodiments of the present invention have been shown and described, it will be understood by those skilled in the art that various changes, modifications, and substitutions can be made in these embodiments without departing from the principle and spirit of the invention and modifications, the scope of the present invention is defined by the appended claims and their equivalents.
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| CN115354789A (en) * | 2022-09-08 | 2022-11-18 | 西藏藏建科技股份有限公司 | Light steel structure building cover and assembling method thereof |
| CN117868396A (en) * | 2024-03-11 | 2024-04-12 | 山东佳邦机械设备有限公司 | Waterproof construction on building construction roof |
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|---|---|---|---|---|
| CN115354789A (en) * | 2022-09-08 | 2022-11-18 | 西藏藏建科技股份有限公司 | Light steel structure building cover and assembling method thereof |
| CN115354789B (en) * | 2022-09-08 | 2024-04-02 | 西藏藏建科技股份有限公司 | Light steel structure building house cover and assembly method thereof |
| CN117868396A (en) * | 2024-03-11 | 2024-04-12 | 山东佳邦机械设备有限公司 | Waterproof construction on building construction roof |
| CN117868396B (en) * | 2024-03-11 | 2024-06-04 | 山东佳邦机械设备有限公司 | Waterproof construction on building construction roof |
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Application publication date: 20220805 |
