CN108505616A - A kind of modularization steel house suitable for high seismic intensity area - Google Patents
A kind of modularization steel house suitable for high seismic intensity area Download PDFInfo
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- E—FIXED CONSTRUCTIONS
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- 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
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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
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
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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
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
- E04B1/78—Heat insulating elements
- E04B1/80—Heat insulating elements slab-shaped
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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
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/94—Protection against other undesired influences or dangers against fire
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
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Abstract
本发明的一种适用于高地震烈度区的模块化钢结构房屋,包括位于长方体四个棱处的框架柱、连接框架柱底部的底梁、连接框架柱顶部的顶梁,框架柱、底梁、顶梁可拆卸连接形成框架本体,框架本体的侧面采用可拆卸连接件安装有墙板,框架本体的底面采用可拆卸连接件安装有底板,框架本体的顶面采用可拆卸连接件安装有顶板,至少一组相对的底梁之间设有底部檩条,底板位于底部檩条的上方。本发明实现了模块化安装,结构牢固,能够在高地震烈度区使用,具有很好地保温效果,能够适用于高海拔、高寒地区;在交通不便的项目点搭建时,只需要将各个模块及可拆卸连接件运送至项目点现场搭建;可以反复拆装和再利用,节约资源,降低作业成本。
A modular steel structure house suitable for high seismic intensity areas of the present invention comprises frame columns located at four edges of a cuboid, bottom beams connecting the bottom of the frame columns, top beams connecting the top of the frame columns, frame columns, bottom beams , The top beam is detachably connected to form a frame body, the side of the frame body is installed with a wall plate using a detachable connector, the bottom surface of the frame body is installed with a bottom plate using a detachable connector, and the top surface of the frame body is installed with a top plate using a detachable connector , bottom purlins are arranged between at least one set of opposite bottom beams, and the bottom plate is located above the bottom purlins. The invention realizes modular installation, has a firm structure, can be used in areas with high seismic intensity, has a good heat preservation effect, and can be applied to high altitude and high cold areas; The detachable connectors are transported to the project site for on-site construction; they can be disassembled and reused repeatedly, saving resources and reducing operating costs.
Description
技术领域technical field
本发明的一种适用于高地震烈度区的模块化钢结构房屋属于钢结构房屋领域。The invention relates to a modular steel structure house suitable for areas with high seismic intensity, which belongs to the field of steel structure houses.
背景技术Background technique
目前,现有模块化集成房屋多用于一些集装箱房、冷藏车、箱货及房车等行业上,这种模块化集成房屋在实际使用过程中存在如下问题:自身使用的主体结构梁柱均为3mm左右的薄壁钢板压型而成,且墙板均为无龙骨的轻型彩钢板,彩钢板厚度通常为80mm以下,所以该类型模块化集成房屋均为临时性建筑,无法在高海拔、高寒及对抗震要求较高的地区使用;该类型的模块化集成房屋的墙板、地板和屋面板之间通常采用焊接、铆接或自攻钉连接的方式固连在一起,这就使得整个模块化房屋形成一个不可拆卸的整体,难以整体运送至高海拔等交通不便的项目点,需要将零部件运送至项目点现场搭建,降低了模块化集成房屋的搭建效率。At present, the existing modular integrated houses are mostly used in some industries such as container houses, refrigerated trucks, container goods, and RVs. This kind of modular integrated houses has the following problems in the actual use process: the beams and columns of the main structure used by itself are all about 3mm The thin-walled steel plate is formed by pressing, and the wall panels are all light-weight color steel plates without keels. The thickness of the color steel plates is usually less than 80mm, so this type of modular integrated houses are temporary buildings, which cannot be used at high altitudes, high cold and earthquake resistance. It is used in areas with higher requirements; the wall panels, floors and roof panels of this type of modular integrated house are usually fixed together by welding, riveting or self-tapping screws, which makes the entire modular house form a The non-detachable whole is difficult to transport as a whole to project sites with inconvenient transportation such as high altitudes, and parts need to be transported to the project site for on-site construction, which reduces the construction efficiency of modular integrated houses.
发明内容Contents of the invention
本发明的目的在于提出适用于高海拔、高寒及抗震要求较高地区、拆卸方便、方便整体运输的一种适用于高地震烈度区的模块化钢结构房屋。The purpose of the present invention is to propose a modular steel structure house suitable for areas with high seismic intensity, which is suitable for areas with high altitude, high cold and high earthquake resistance requirements, and is convenient for disassembly and overall transportation.
本发明的目的是这样实现的:一种适用于高地震烈度区的模块化钢结构房屋,包括位于长方体四个棱处的框架柱、连接框架柱底部的底梁、连接框架柱顶部的顶梁,框架柱、底梁、顶梁可拆卸连接形成框架本体,框架本体的侧面采用可拆卸连接件安装有墙板,框架本体的底面采用可拆卸连接件安装有底板,框架本体的顶面采用可拆卸连接件安装有顶板,至少一组相对的底梁之间设有底部檩条,底板位于底部檩条的上方。The object of the present invention is achieved like this: a modular steel structure house suitable for high seismic intensity areas, comprising frame columns positioned at the four edges of a cuboid, bottom beams connecting the bottom of the frame columns, and top beams connecting the top of the frame columns , the frame columns, bottom beams, and top beams are detachably connected to form a frame body, the side of the frame body is installed with wall panels using detachable connectors, the bottom surface of the frame body is installed with a bottom plate using detachable connectors, and the top surface of the frame body is made of detachable connectors. A top plate is installed on the disassembled connector, bottom purlins are arranged between at least one set of opposite bottom beams, and the bottom plate is located above the bottom purlins.
进一步的,框架柱、底梁、顶梁均为角钢,框架柱的边与底梁的边、顶梁的边围成四个安装墙板的侧面安装槽,墙板安装在侧面安装槽内,墙板与侧面安装槽的边通过水平螺栓固定连接;底梁围成一个安装底板的底面安装槽,底板位于底面安装槽内。Further, the frame columns, bottom beams, and top beams are all angle steels, and the sides of the frame columns, bottom beams, and top beams enclose four side installation grooves for installing wall panels, and the wall panels are installed in the side installation grooves. The edge of the wall panel and the side installation groove is fixedly connected by horizontal bolts; the bottom beam encloses a bottom installation groove for installing the bottom plate, and the bottom plate is located in the bottom surface installation groove.
进一步的,框架柱、底梁、顶梁的角钢的边的厚度均为10mm。Further, the thickness of the sides of the angle steels of the frame columns, bottom beams, and top beams are all 10 mm.
进一步的,框架柱的柱脚处采用包裹余量型四角支撑,框架柱的柱脚内部设有加强筋。Further, the column foot of the frame column is supported by wrapping allowance type four corners, and the interior of the column foot of the frame column is provided with reinforcing ribs.
进一步的,底板的上端面上设有地面装饰板。Further, a ground decorative board is provided on the upper end surface of the base plate.
进一步的,墙板包括木龙骨,木龙骨分隔出来的方格中填充有玻璃丝棉保温板,木龙骨的外表面设有防火涂层,木龙骨的外围包裹有角铁外包层,木龙骨之间采用榫卯结构连接。Further, the wall panels include wooden keels, and the squares separated by the wooden keels are filled with glass wool insulation boards. It adopts mortise and tenon structure connection.
进一步的,玻璃丝棉保温板的一侧设有彩钢板,玻璃丝棉保温板的另一侧设有秀壁板。Further, one side of the glass wool insulation board is provided with a color steel plate, and the other side of the glass wool insulation board is provided with a beautiful wallboard.
进一步的,顶板具有中间高、四周低的坡度,墙板的上端设有挡水板,挡水板内侧面、墙板上端面、顶板的上端面围成集水槽,位于框架本体四角处的墙板内部分别设有排水管,排水管的上端设有与集水槽连通的水落口。Further, the top plate has a slope that is high in the middle and low around. The upper end of the wall plate is provided with a water retaining plate. Drainage pipes are respectively arranged inside the board, and the upper end of the drainage pipes is provided with a water drop opening connected with the sump.
进一步的,至少一组相对的顶梁之间设有顶部檩条,顶板位于顶部檩条的上方。Further, top purlins are arranged between at least one set of opposite top beams, and the top plate is located above the top purlins.
由于实行上述技术方案,就使得实现了模块化安装,框架本体结构牢固,能够在高地震烈度区使用,同时采用厚度大、保温效果好的墙板、顶板和底板,具有很好地保温效果,能够适用于高海拔、高寒地区;本发明的各个模块之间均采用可拆卸连接件固连在一起,在高海拔等交通不便的项目点搭建时,只需要将各个模块及可拆卸连接件运送至项目点现场搭建,能够快速完成组装,降低运输难度,不需要复杂的搭建工具,极大提高了搭建效率;当需要移动该模块化钢结构房屋时,只需拆下可拆卸连接件,即可将各个模块之间分离,不必整体搬移,降低了转移难度,各个模块及可拆卸连接件转运至下一个项目点后,在现场搭建即可,使得该模块化钢结构房屋可以反复拆装和再利用,节约资源,降低作业成本。Due to the implementation of the above technical scheme, modular installation is realized, the frame body structure is firm, and can be used in areas with high seismic intensity. At the same time, the wall panels, roof panels and bottom panels with large thickness and good thermal insulation effect have good thermal insulation effect. It can be applied to high altitude and high cold areas; the modules of the present invention are connected together with detachable connectors, and when building at high altitude and other inconvenient project sites, only the modules and detachable connectors need to be transported On-site construction at the project site can quickly complete the assembly, reduce the difficulty of transportation, and do not require complicated construction tools, which greatly improves the construction efficiency; when the modular steel structure house needs to be moved, only the detachable connectors need to be removed, Each module can be separated without moving as a whole, which reduces the difficulty of transfer. After each module and detachable connectors are transferred to the next project site, they can be erected on site, so that the modular steel structure house can be disassembled and assembled repeatedly. Reuse, save resources and reduce operating costs.
附图说明Description of drawings
本发明的具体结构由以下的附图和实施例给出:Concrete structure of the present invention is provided by following accompanying drawing and embodiment:
图1是一种适用于高地震烈度区的模块化钢结构房屋的爆炸结构示意图;Figure 1 is a schematic diagram of the explosion structure of a modular steel structure house suitable for high seismic intensity areas;
图2是一种适用于高地震烈度区的模块化钢结构房屋的俯视结构示意图;Fig. 2 is a schematic diagram of the top view of a modular steel structure house suitable for high seismic intensity areas;
图3是一种适用于高地震烈度区的模块化钢结构房屋中墙板的主视结构示意图;Fig. 3 is a schematic diagram of the front structure of a wall panel in a modular steel structure house suitable for high seismic intensity areas;
图4是3中A-A向剖视图;Fig. 4 is A-A direction sectional view in 3;
图5是一种适用于高地震烈度区的模块化钢结构房屋中墙板的轴测结构示意图;Fig. 5 is a schematic diagram of an axonometric structure of a wall panel in a modular steel structure house suitable for a high seismic intensity area;
图6是一种适用于高地震烈度区的模块化钢结构房屋中木龙骨的轴测结构示意图;Fig. 6 is a schematic diagram of an axonometric structure of a wooden keel in a modular steel structure house suitable for high seismic intensity areas;
图7是底梁、墙板、底部檩条连接的结构示意图;Fig. 7 is a schematic diagram of the connection between the bottom beam, the wall panel and the bottom purlin;
图8是顶梁、墙板、顶部檩条连接的结构示意图;Fig. 8 is a structural schematic diagram of the connection of roof beams, wall panels, and top purlins;
图9是框架柱与底梁连接的结构示意图;Fig. 9 is a structural schematic diagram of the connection between the frame column and the bottom beam;
图10是框架柱的柱脚结构示意图。Fig. 10 is a schematic diagram of the column foot structure of the frame column.
图例:1、框架柱,2、底梁,3、墙板,4、底板,5、顶板,6、底部檩条,7、加强筋,8、地面装饰板,9、木龙骨,10、玻璃丝棉保温板,11、角铁外包层,12、彩钢板,13、秀壁板,14、挡水板,15、排水管,16、水落口,17、顶部檩条,18、螺栓,19、顶梁。Legend: 1. Frame column, 2. Bottom beam, 3. Wall board, 4. Bottom board, 5. Top board, 6. Bottom purlin, 7. Reinforcing rib, 8. Floor decorative board, 9. Wood keel, 10. Glass wool Insulation board, 11. Angle iron outer cladding, 12. Color steel plate, 13. Show wall board, 14. Water retaining plate, 15. Drainage pipe, 16. Water drop, 17. Top purlin, 18. Bolt, 19. Top beam .
具体实施方式Detailed ways
本发明不受下述实施例的限制,可根据本发明的技术方案与实际情况来确定具体的实施方式。The present invention is not limited by the following examples, and specific implementation methods can be determined according to the technical solutions of the present invention and actual conditions.
实施例:如图1至10所示,一种适用于高地震烈度区的模块化钢结构房屋,包括位于长方体四个棱处的框架柱1、连接框架柱1底部的底梁2、连接框架柱1顶部的顶梁19,框架柱1、底梁2、顶梁19可拆卸连接形成框架本体,框架本体的侧面采用可拆卸连接件安装有墙板3,框架本体的底面采用可拆卸连接件安装有底板4,框架本体的顶面采用可拆卸连接件安装有顶板5,至少一组相对的底梁2之间设有底部檩条6,底板4位于底部檩条6的上方。本发明框架柱1、底梁2与顶梁19均采用可拆卸连接,同时墙板3与框架本体采用可拆卸连接件连接,顶板5与框架本体采用可拆卸连接件连接,底板4与框架本体采用可拆卸连接件连接,实现了模块化安装,框架本体结构牢固,能够在高地震烈度区使用,同时采用厚度大、保温效果好的墙板3、顶板5和底板4,具有很好地保温效果,能够适用于高海拔、高寒地区;本发明的各个模块之间均采用可拆卸连接件固连在一起,在高海拔等交通不便的项目点搭建时,只需要将各个模块及可拆卸连接件运送至项目点现场搭建,能够快速完成组装,降低运输难度,不需要复杂的搭建工具,极大提高了搭建效率;当需要移动该模块化钢结构房屋时,只需拆下可拆卸连接件,即可将各个模块之间分离,不必整体搬移,降低了转移难度,各个模块及可拆卸连接件转运至下一个项目点后,在现场搭建即可,使得该模块化钢结构房屋可以反复拆装和再利用,节约资源,降低作业成本;本发明在底板4的下部安装了底部檩条6,底部檩条6将底板4分隔成多个方格进行支撑,增强了对底板4的结构支撑,提高底板4的强度,减少人员在底板4上走动时的跳动。Embodiment: As shown in Figures 1 to 10, a modular steel structure house suitable for areas with high seismic intensity includes frame columns 1 located at the four edges of a cuboid, bottom beams 2 connecting the bottom of frame columns 1, and connecting frame The top beam 19 at the top of the column 1, the frame column 1, the bottom beam 2, and the top beam 19 are detachably connected to form a frame body. The side of the frame body adopts detachable connectors to install wall panels 3, and the bottom surface of the frame body adopts detachable connectors. A bottom plate 4 is installed, and the top surface of the frame body adopts a detachable connector to install a top plate 5 . At least one set of relative bottom beams 2 is provided with bottom purlins 6 , and the bottom plate 4 is located above the bottom purlins 6 . The frame column 1, the bottom beam 2 and the top beam 19 of the present invention are all detachably connected, while the wall panel 3 is connected to the frame body by a detachable connector, the top plate 5 is connected to the frame body by a detachable connector, and the bottom plate 4 is connected to the frame body It is connected by detachable connectors to realize modular installation. The structure of the frame body is firm and can be used in areas with high seismic intensity. At the same time, the wall board 3, top board 5 and bottom board 4 with large thickness and good thermal insulation effect have good thermal insulation effect, it can be applied to high altitude and high cold areas; each module of the present invention is connected together with detachable connectors, and when building at a project site with inconvenient traffic such as high altitude, it is only necessary to connect each module and detachable The components are transported to the project site for on-site construction, which can quickly complete the assembly, reduce the difficulty of transportation, and do not require complicated construction tools, which greatly improves the construction efficiency; when the modular steel structure house needs to be moved, only the detachable connectors need to be removed , each module can be separated without moving as a whole, which reduces the difficulty of transfer. After each module and detachable connectors are transferred to the next project site, they can be erected on site, so that the modular steel structure house can be dismantled repeatedly. Installing and reusing, saving resources, and reducing operating costs; the present invention installs bottom purlins 6 at the bottom of the bottom plate 4, and the bottom purlins 6 divide the bottom plate 4 into a plurality of grids for support, which strengthens the structural support for the bottom plate 4 and improves The strength of the base plate 4 reduces the jumping of personnel when walking on the base plate 4 .
如图1至9所示,框架柱1、底梁2、顶梁19均为角钢,框架柱1的边与底梁2的边、顶梁19的边围成四个安装墙板3的侧面安装槽,墙板3安装在侧面安装槽内,墙板3与侧面安装槽的边通过水平螺栓18固定连接。框架柱1、底梁2和顶梁19均采用角钢制成,角钢具有良好的结构强度,使得框架柱1、底梁2和顶梁19组合成的框架本体具有良好的力学性能,满足结构自身的承载力、抗弯要求,保证该模块化钢结构房屋在地震、大风及雪灾等自然灾害来临时具有足够的安全性;框架本体经过深加工,水平方向设置标准孔能够灵活匹配各种规格的墙板3,通过螺栓18完成墙板3安装,方便反复使用;框架本体竖直方向设置的标准孔可灵活匹配各种间距的檩条,并通过螺栓18完成檩条安装,可反复使用。As shown in Figures 1 to 9, the frame column 1, the bottom beam 2, and the top beam 19 are all angle steels, and the sides of the frame column 1, the bottom beam 2, and the top beam 19 form four sides for installing wall panels 3 The installation groove, the wallboard 3 is installed in the side installation groove, and the limit of the wallboard 3 and the side installation groove is fixedly connected by horizontal bolts 18. Frame column 1, bottom beam 2 and top beam 19 are all made of angle steel, which has good structural strength, so that the frame body composed of frame column 1, bottom beam 2 and top beam 19 has good mechanical properties and meets the requirements of the structure itself. The requirements for bearing capacity and bending resistance ensure that the modular steel structure house has sufficient safety when natural disasters such as earthquakes, strong winds and snow disasters come; The board 3 completes the installation of the wall board 3 through bolts 18, which is convenient for repeated use; the standard holes set in the vertical direction of the frame body can flexibly match purlins with various spacings, and the installation of the purlins is completed through bolts 18, which can be used repeatedly.
如图1至9所示,框架柱1、底梁2、顶梁19的角钢的边的厚度均为10mm。采用10mm厚的角钢制作框架柱1、底梁2、顶梁19,具有良好的力学性能,满足结构自身的承载力、抗弯要求,保证房屋在地震、大风及雪灾等自然灾害来临时具有足够的安全性。As shown in Figures 1 to 9, the thicknesses of the sides of the angle steel of the frame column 1, the bottom beam 2, and the top beam 19 are all 10mm. Frame columns 1, bottom beams 2, and top beams 19 are made of 10mm thick angle steel, which has good mechanical properties and meets the requirements of the structure's own bearing capacity and bending resistance, ensuring that the house has sufficient protection against natural disasters such as earthquakes, strong winds, and snow disasters. security.
如图1至10所示,框架柱1的柱脚处采用包裹余量型四角支撑,框架柱1的柱脚内部设有加强筋7。本发明在框架柱1的柱脚位置采用包裹余量型四角支撑,利用该独特支撑结构安装多层模块化房屋,省去了传统柱脚形式,简化了现场施工作业量。As shown in Figures 1 to 10, the column foot of the frame column 1 adopts a wrapping margin type four-corner support, and the column foot of the frame column 1 is provided with reinforcing ribs 7 inside. The present invention adopts a wrapping allowance type four-corner support at the column foot position of the frame column 1, and uses the unique support structure to install a multi-layer modular house, which saves the traditional column foot form and simplifies the on-site construction workload.
如图1至9所示,底板4的上端面上设有地面装饰板8。地面装饰板8具有很好地装饰效果,使地面与墙体形成统一的整体,给人温馨的感觉。As shown in FIGS. 1 to 9 , a floor decoration board 8 is provided on the upper end surface of the base plate 4 . The ground decorative board 8 has a good decorative effect, making the ground and the wall form a unified whole, giving people a warm feeling.
如图1至9所示,墙板3包括木龙骨9,木龙骨9分隔出来的方格中填充有玻璃丝棉保温板10,木龙骨9的外表面设有防火涂层,木龙骨9的外围包裹有角铁外包层11,木龙骨9之间采用榫卯结构连接。本发明提供的墙板3不同于传统的彩钢板,本发明在墙板3四周及墙板3内部增设了隔热断桥龙骨,该隔热断桥龙骨以木龙骨9为主,四周包裹有角铁外包层11,避免了传统彩钢板采用一角钢做龙骨引起的热桥现象,角铁外包层11可保证木龙骨9所需承受的支持强度,由于木龙骨9结构强度高,该墙板3可达到200mm厚度,完全满足各类寒冷、严寒地区的节能保温要求。As shown in Figures 1 to 9, the wall panels 3 include wooden keels 9, and the squares separated by the wooden keels 9 are filled with glass wool insulation boards 10, and the outer surface of the wooden keels 9 is provided with a fireproof coating. Wrapped with an angle iron outer cladding 11, the wooden keels 9 are connected by a mortise and tenon structure. The wall panel 3 provided by the present invention is different from the traditional color steel plate. The present invention adds a heat-insulating broken bridge keel around the wall panel 3 and inside the wall panel 3. The angle iron outer cladding 11 avoids the thermal bridge phenomenon caused by using an angle steel as the keel in the traditional color steel plate. The angle iron outer cladding 11 can ensure the support strength required by the wooden keel 9. Due to the high structural strength of the wooden keel 9, the wall panel 3 It can reach a thickness of 200mm, which fully meets the energy-saving and thermal insulation requirements of various cold and severe cold regions.
如图1至9所示,玻璃丝棉保温板10的一侧设有彩钢板12,玻璃丝棉保温板10的另一侧设有秀壁板13。彩钢板12作为外壁,秀壁板13作为内壁,在保证外形美观的基础上,具有良好的内部装饰效果。As shown in Figures 1 to 9, one side of the glass wool insulation board 10 is provided with a color steel plate 12, and the other side of the glass wool insulation board 10 is provided with a beautiful wallboard 13. The color steel plate 12 is used as the outer wall, and the beautiful wall plate 13 is used as the inner wall, which has a good interior decoration effect on the basis of ensuring a beautiful appearance.
如图1至9所示,顶板5具有中间高、四周低的坡度,墙板3的上端设有挡水板14,挡水板14内侧面、墙板3上端面、顶板5的上端面围成集水槽,位于框架本体四角处的墙板3内部分别设有排水管15,排水管15的上端设有与集水槽连通的水落口16。本发明采用“有组织内排水”,避免了传统沟槽式散排引起天花板、墙板3渗漏等不良现象,做到排水无死区、无盲区,及时排除屋顶积水,避免天花板承重载荷过大的隐患。As shown in Figures 1 to 9, the top plate 5 has a slope that is high in the middle and low around. The upper end of the wall plate 3 is provided with a water retaining plate 14. To form a sump, the wall panels 3 at the four corners of the frame body are respectively provided with drain pipes 15, and the upper end of the drain pipe 15 is provided with a water outlet 16 communicating with the sump. The present invention adopts "organized internal drainage", which avoids bad phenomena such as leakage of the ceiling and wall panels 3 caused by the traditional groove type drainage, and achieves no dead zone or blind zone in the drainage, timely discharges the water on the roof, and avoids the ceiling's bearing load Excessive risk.
如图1至9所示,至少一组相对的顶梁19之间设有顶部檩条17,顶板5位于顶部檩条17的上方。顶部檩条17能够很好地支撑顶板5,增强顶板5抗击雪灾的能力。As shown in FIGS. 1 to 9 , top purlins 17 are arranged between at least one set of opposite top beams 19 , and the top plate 5 is located above the top purlins 17 . The top purlins 17 can well support the roof 5 and enhance the ability of the roof 5 to resist snow disasters.
本发明适用于边防事业的活动式营房、哨所等设施,该模块化钢结构房屋可以很好的适用于此类建筑要求,非常适用于各类易动式建筑物,如:易动式酒店、易动式汽车营地、易动式营房和易动式警务用房等,主要优势在于模块化房屋可以反复拆装和再利用,节约资源使用,从而有效地维护它们的资产价值。The present invention is suitable for facilities such as movable barracks and outposts in the frontier defense industry. The modular steel structure house can be well adapted to the requirements of such buildings, and is very suitable for various types of movable buildings, such as: movable hotels, The main advantage of mobile car camps, mobile barracks and mobile police houses is that modular houses can be disassembled and reused repeatedly, saving resources and effectively maintaining their asset value.
上述说明仅仅是为清楚地说明本发明所作的举例,而并非是对本发明的实施方式的限定。凡是属于本发明的技术方案所引申出的显而易见的变化或变动仍处于本发明的保护范围之列。The above description is only an example for clearly illustrating the present invention, rather than limiting the implementation of the present invention. All obvious changes or changes derived from the technical solutions of the present invention are still within the protection scope of the present invention.
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Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109372285A (en) * | 2018-11-28 | 2019-02-22 | 内蒙古工业大学 | A kind of plate lattice prefabricated yurt and its construction method |
CN109853743A (en) * | 2018-12-27 | 2019-06-07 | 安徽企服工程技术有限公司 | A kind of modular assembly formula steel structure technique and its assembly method |
CN109944329A (en) * | 2019-04-22 | 2019-06-28 | 马诗涵 | A kind of built-in steel Standard house |
CN110158775A (en) * | 2019-04-25 | 2019-08-23 | 中国电建集团江西省电力设计院有限公司 | A kind of transforming plant assembly type integration guardroom and preparation method thereof |
CN110439117A (en) * | 2019-08-26 | 2019-11-12 | 海纳百川(沈阳)模块化房屋建筑工程有限公司 | Dismountable box light steel structure house |
CN111719738A (en) * | 2020-05-15 | 2020-09-29 | 中国建筑第八工程局有限公司 | Detachable exterior wall plate construction method |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103938723A (en) * | 2014-05-12 | 2014-07-23 | 国际竹藤中心 | A detachable container house and its wall panels |
CN204919812U (en) * | 2015-09-17 | 2015-12-30 | 沧州市华油飞达石油装备有限公司 | Portable pin -connected panel room of camping |
WO2017101556A1 (en) * | 2015-12-16 | 2017-06-22 | 北京太空板业股份有限公司 | Container type combination house and construction method thereof |
CN208545827U (en) * | 2018-05-24 | 2019-02-26 | 新疆北新建材工业集团有限公司 | A kind of modularization steel house suitable for high seismic intensity area |
-
2018
- 2018-05-24 CN CN201810505365.8A patent/CN108505616A/en active Pending
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103938723A (en) * | 2014-05-12 | 2014-07-23 | 国际竹藤中心 | A detachable container house and its wall panels |
CN204919812U (en) * | 2015-09-17 | 2015-12-30 | 沧州市华油飞达石油装备有限公司 | Portable pin -connected panel room of camping |
WO2017101556A1 (en) * | 2015-12-16 | 2017-06-22 | 北京太空板业股份有限公司 | Container type combination house and construction method thereof |
CN208545827U (en) * | 2018-05-24 | 2019-02-26 | 新疆北新建材工业集团有限公司 | A kind of modularization steel house suitable for high seismic intensity area |
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109372285A (en) * | 2018-11-28 | 2019-02-22 | 内蒙古工业大学 | A kind of plate lattice prefabricated yurt and its construction method |
CN109372285B (en) * | 2018-11-28 | 2024-05-10 | 内蒙古工业大学 | Plate-type lattice assembled yurt and construction method thereof |
CN109853743A (en) * | 2018-12-27 | 2019-06-07 | 安徽企服工程技术有限公司 | A kind of modular assembly formula steel structure technique and its assembly method |
CN109853743B (en) * | 2018-12-27 | 2021-01-29 | 安徽企服工程技术有限公司 | Modular assembly type steel structure building system and assembly method thereof |
CN109944329A (en) * | 2019-04-22 | 2019-06-28 | 马诗涵 | A kind of built-in steel Standard house |
CN110158775A (en) * | 2019-04-25 | 2019-08-23 | 中国电建集团江西省电力设计院有限公司 | A kind of transforming plant assembly type integration guardroom and preparation method thereof |
CN110439117A (en) * | 2019-08-26 | 2019-11-12 | 海纳百川(沈阳)模块化房屋建筑工程有限公司 | Dismountable box light steel structure house |
CN111719738A (en) * | 2020-05-15 | 2020-09-29 | 中国建筑第八工程局有限公司 | Detachable exterior wall plate construction method |
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