CN105421818A - Embedded steel structure assembling residence - Google Patents

Embedded steel structure assembling residence Download PDF

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CN105421818A
CN105421818A CN201510894435.XA CN201510894435A CN105421818A CN 105421818 A CN105421818 A CN 105421818A CN 201510894435 A CN201510894435 A CN 201510894435A CN 105421818 A CN105421818 A CN 105421818A
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steel
column
board
wall panel
fireproof
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CN105421818B (en
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朱新颖
朱蕾宏
曹雪钢
陈予华
吴锋
王萌
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Xuzhou Chinacoal Hantai Building Industrialization Co Ltd
Huzhou Zm-Besta Heavy Steel Structure Co Ltd
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Xuzhou Chinacoal Hantai Building Industrialization Co Ltd
Huzhou Zm-Besta Heavy Steel Structure Co Ltd
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Abstract

一种嵌入式钢结构装配住宅,它包括钢框架、墙面板、房间楼承板、卫生间楼承板、房间隔断板和楼梯,其特征是所述的钢框架由立柱和横梁组成,所述的立柱采用矩形管柱灌装混凝土,所述的横梁采用工字钢;所述的墙面板嵌装在两个立柱之间,墙面板呈三明治结构:所述的房间楼承板的两端定位在内横梁上,其表面设有钢筋桁架;所述的卫生间楼承板的两端也定位在对应的内横梁上,它由金属底板和焊接在金属底板上的钢筋桁架组成;所述的房间隔断板采用ALC防火板并通过钩挂件定位在上下两个内部横梁之间,所述的立柱的外表面和所有横梁是均包裹有防火板;所述的楼梯采用工厂预制,现场安装的结构。本发明建造速度快,现场安装湿作业量小,环保节能。

An embedded steel structure assembly house, which includes a steel frame, a wall panel, a room floor deck, a bathroom floor deck, a room partition board and a staircase, and is characterized in that the steel frame is composed of columns and beams, and the The columns are filled with concrete in rectangular columns, and the beams are made of I-beams; the wall panels are embedded between the two columns, and the wall panels are in a sandwich structure: the two ends of the floor deck of the room are positioned at On the inner beam, steel trusses are arranged on its surface; the two ends of the bathroom floor deck are also positioned on the corresponding inner beams, which are composed of a metal base plate and a steel bar truss welded on the metal base plate; the room partition The board adopts ALC fireproof board and is positioned between the upper and lower internal beams by hooks. The outer surface of the column and all the beams are wrapped with fireproof boards; the stairs are prefabricated in the factory and installed on site. The invention has fast construction speed, small amount of wet work for on-site installation, environmental protection and energy saving.

Description

嵌入式钢结构装配住宅Embedded steel structure assembly house

技术领域 technical field

本发明涉及一种建筑技术,尤其是一种钢结构装配式建筑,具体地说是一种嵌入式钢结构装配住宅。 The invention relates to a building technology, in particular to a steel structure assembled building, in particular to an embedded steel structure assembled residence.

背景技术 Background technique

目前,市场上的钢结构住宅技术主要有三种:一种是低层轻钢龙骨住宅技术;第二种是中高层钢结构支撑体系+砌块墙体;第三种是中高层钢结构支撑体系+轻质墙板技术;第一种技术相对比较成熟,但由于主结构采用冷弯薄壁型钢承载能力有限不太适合做多层、高层建筑,难以大规模推广。第二种由于存在大量现场砌筑工作,与建筑产业化的理念相去甚远,不符合未来的发展方向。第三种技术仍在发展中也远未成熟,还存在一些技术上的问题,它的最大的问题是由于内外墙采用均采用灌浆轻质墙板,在于主结构连接处容易产生由结构位移引起的裂缝,这一现象在一些高层住宅建筑中特别易于发生,在已建成一些试点小区,这种问题比较突出。 At present, there are mainly three types of steel structure residential technologies on the market: one is low-rise light steel keel residential technology; the second is medium and high-rise steel structure support system + block wall; the third is medium and high-rise steel structure support system + Lightweight wall panel technology; the first technology is relatively mature, but because the main structure adopts cold-formed thin-walled steel with limited bearing capacity, it is not suitable for multi-storey and high-rise buildings, and it is difficult to promote on a large scale. The second type is far from the concept of building industrialization due to the large amount of on-site masonry work and does not conform to the future development direction. The third technology is still in development and is far from mature, and there are still some technical problems. The biggest problem is that both the inner and outer walls are made of grouted lightweight wall panels, which is easy to cause structural displacement at the connection of the main structure. This phenomenon is particularly prone to occur in some high-rise residential buildings, and this problem is more prominent in some pilot communities that have been built.

综上所述,设计一种新型钢结构装配式住宅是发展绿色、节能环保住宅的大势所趋。 To sum up, designing a new type of steel structure prefabricated house is the general trend of developing green, energy-saving and environment-friendly houses.

发明内容 Contents of the invention

本发明的目的是针对现有的装配式住宅存在的层数少、需现场施工量大、装配效率低的问题,设计一种能满足各种楼层建筑需要,节能效果好、安装效率高的嵌入式钢结构装配住宅。 The purpose of the present invention is to design an embedded building that can meet the needs of various floor buildings, has good energy-saving effect and high installation efficiency, aiming at the problems of few floors, large amount of on-site construction, and low assembly efficiency in existing prefabricated houses. type steel structure assembly house.

本发明的技术方案是: Technical scheme of the present invention is:

一种嵌入式钢结构装配住宅,它包括钢框架、墙面板、房间楼承板、卫生间楼承板、房间隔断板和楼梯,其特征是所述的钢框架由立柱和横梁组成,所述的立柱采用矩形管柱灌装混凝土,所述的横梁采用工字钢;所述的墙面板嵌装在两个立柱之间,墙面板呈三明治结构,它的下部设有凹槽,上部设有台阶体,墙面板下部的凹槽插装在外墙下横梁上,上部的台阶体固定在与外墙上横梁焊接相连的折板固定件上:所述的房间楼承板的两端定位在内横梁上,其表面设有钢筋桁架,在房间楼承板安装结束后以钢筋桁架为龙骨进行混凝土层浇铸以获得所需厚度的楼板;所述的卫生间楼承板的两端也定位在对应的内横梁上,它由金属底板和焊接在金属底板上的钢筋桁架组成,当金属底板上完成管线布置后利用金属底板作为模板进行混凝土浇铸,获得防水性能好的、管线预埋的卫生间楼板;所述的房间隔断板采用ALC防火板并通过钩挂件定位在上下两个内部横梁之间,所述的立柱的外表面和所有横梁是均包裹有防火板;所述的楼梯采用工厂预制,现场安装的结构。 An embedded steel structure assembly house, which includes a steel frame, a wall panel, a room floor deck, a bathroom floor deck, a room partition board and a staircase, and is characterized in that the steel frame is composed of columns and beams, and the The uprights are filled with concrete in rectangular columns, and the beams are made of I-beams; the wall panels are embedded between the two uprights, and the wall panels are in a sandwich structure, with grooves in the lower part and steps in the upper part body, the groove at the lower part of the wall panel is inserted on the lower beam of the outer wall, and the upper step body is fixed on the folded plate fixing part welded and connected with the beam on the outer wall: the two ends of the floor bearing plate of the room are positioned at the inner beam On the surface, steel trusses are provided on the surface. After the room floor deck is installed, the concrete layer is cast with the steel bar truss as the keel to obtain a floor of the required thickness; the two ends of the bathroom floor deck are also positioned in the corresponding inner On the beam, it is composed of a metal base plate and a steel truss welded on the metal base plate. After the pipeline layout is completed on the metal base plate, the metal base plate is used as a template for concrete casting to obtain a bathroom floor with good waterproof performance and pre-embedded pipelines; The room partition board adopts ALC fireproof board and is positioned between the upper and lower internal beams through hooks. The outer surface of the column and all the beams are wrapped with fireproof boards; the stairs are prefabricated in the factory and installed on site. structure.

嵌入式钢结构装配住宅的宽度和长度以3为模数设置。 The width and length of the embedded steel structure assembly house are set with a modulus of 3.

所述的钢框架上加装有斜撑以满足12层以上建筑强度的需要。 Diagonal braces are additionally installed on the steel frame to meet the strength requirements of buildings with more than 12 floors.

所述的外墙板包括板体,所述的板体(1)的上边设有贴装在上层钢梁外表面的台阶体,它的下边设有插入下层钢梁内的凹槽,在所述台阶体上设有用于将板体与上层横梁固定的固定孔;所述的板体为三明治结构,其中间层为EPS保温材料层,EPS保温材料层两侧均为预筋预制混凝土板。 The outer wall panel includes a board body, the upper side of the board body (1) is provided with a step body attached to the outer surface of the upper steel beam, and its lower side is provided with a groove inserted into the lower steel beam. The step body is provided with fixing holes for fixing the board body and the upper beam; the board body is a sandwich structure, the middle layer of which is an EPS insulation material layer, and both sides of the EPS insulation material layer are prefabricated concrete slabs.

所述的房间楼承板包括混凝土预制半底板,所述的混凝土预制半底板上设有高出其表面的沿其长度方向布置的、用于现场浇铸形成以便形成筋骨的钢筋桁架,在混凝土预制半底板的两边分别连接有用于与相邻楼板相连的呈折弯状的连接钢筋。 The room floor deck includes a concrete prefabricated half-bottom slab, and the concrete prefabricated half-bottom slab is provided with steel bar trusses arranged along its length that are higher than its surface and used for on-site casting to form reinforcements. Both sides of the half-bottom slab are respectively connected with bent connecting steel bars for connecting with adjacent floor slabs.

所述的卫生间楼承板金属底板,所述的金属底板上设有高出其表面的沿其长度方向布置的、用于现场浇铸形成以便形成筋骨的若干个钢筋桁架。 As for the metal base plate of the bathroom floor deck, the metal base plate is provided with a plurality of steel bar trusses arranged along its length direction and used for on-site casting to form reinforcements and bones, which are higher than its surface.

所述的立柱外立面设有防火结构,所述的防火结构主要由防火涂料层和NALC防火板组成,防火涂料层直接喷涂在立柱的表面,在立柱的四角固定有拐角镀锌龙骨,NALC防火板通过自攻螺钉固定在拐角镀锌龙骨上。 The outer facade of the column is provided with a fireproof structure. The fireproof structure is mainly composed of a fireproof coating layer and a NALC fireproof board. The fireproof coating layer is directly sprayed on the surface of the column, and corner galvanized keels are fixed at the four corners of the column. NALC The fireproof board is fixed on the corner galvanized keel by self-tapping screws.

在外立柱表面设有防水结构,该防水结构它主要由ALC板和泡沫板组成,泡沫板胶粘在立柱的外侧表面上,ALC板胶粘在泡沫板的外表面上,泡沫板的两侧边加装有橡胶止水带,橡胶止水带的周围填装有硅酮耐候胶;所述的ALC板的宽度大于泡沫板的宽度,泡沫板的宽度大于外立柱的外立面的宽度,所述的橡胶止水带和硅酮耐候胶的内侧边与外墙板的外表面密封相连。 There is a waterproof structure on the surface of the outer column. The waterproof structure is mainly composed of ALC board and foam board. The foam board is glued on the outer surface of the column, and the ALC board is glued on the outer surface of the foam board. A rubber waterstop is installed, and silicone weather-resistant glue is filled around the rubber waterstop; the width of the ALC board is greater than the width of the foam board, and the width of the foam board is larger than the width of the outer facade of the outer column. The inner side of the rubber waterstop and the silicone weather-resistant adhesive are sealed and connected with the outer surface of the outer wall panel.

所述的立柱与横梁的连接结构为工字梁的一端与过渡工字钢的一端通过连接板及高强连接螺栓相连,过渡工字钢的上边及下边分别与相邻立柱相连,在相邻立柱靠近接头处内部设有横隔板,该横隔板的四周与对应的上立柱或下主柱的内表面焊接相连。 The connection structure between the column and the beam is that one end of the I-beam is connected with one end of the transition I-beam through a connecting plate and high-strength connecting bolts, and the upper and lower sides of the transition I-beam are respectively connected with the adjacent column, and the adjacent column A diaphragm is arranged inside near the joint, and the periphery of the diaphragm is connected with the inner surface of the corresponding upper column or lower main column by welding.

所述的外墙板下端的凹槽插装在外部下横梁上,外墙板的整体嵌装在根外立柱之间,外墙板的厚度与外立柱的宽度相匹配以便当外墙板安装完毕后室内外均无外凸表面,外墙板上部的台阶体紧贴上横梁的外侧面并向上延伸超过上横梁的上表面,在上横梁的上表面安装有若干个折板固定件,折板固定件的垂直边上设有供固定螺钉穿过的并能调整左右和上下距离的槽口,外墙板固定螺栓穿过台阶体和所述的槽口及匀力板并通过螺母将外墙板的上端与上横梁固定相连;在所述的上横梁和相邻的下横梁之间加装有隔柱。 The groove at the lower end of the exterior wall panel is inserted into the external lower beam, and the entire exterior wall panel is embedded between the outer columns. After the completion, there is no convex surface indoors and outdoors. The steps on the top of the outer wall panels are close to the outer surface of the upper beam and extend upwards beyond the upper surface of the upper beam. Several folding plate fixing parts are installed on the upper surface of the upper beam. The vertical side of the plate fixing part is provided with a notch for the fixing screw to pass through and can adjust the distance from left to right and up and down. The upper end of the wallboard is fixedly connected with the upper beam; a spacer column is installed between the upper beam and the adjacent lower beam.

本发明的有益效果: Beneficial effects of the present invention:

本发明是一种绿色新型装配式钢结构建筑体系,它基于模数化的“双模数”协调及“模块组合”技术为建筑主要特征和以嵌入式钢结构、PC大板等为特点的工业化建筑技术体系,该技术贯穿于建筑(住宅)的设计、加工、安装、设备安装、装饰装修、智能家居等全过程,实现了房屋建造全过程的工业化、集约化和社会化,从而提高建筑工程质量和效益,实现节能减排与资源节约。 The present invention is a new type of green prefabricated steel structure building system, which is based on the modularized "double modulus" coordination and "module combination" technology as the main feature of the building and is characterized by embedded steel structures and PC slabs. Industrialized building technology system, which runs through the whole process of building (residential) design, processing, installation, equipment installation, decoration, smart home, etc., realizes the industrialization, intensification and socialization of the whole process of building construction, thereby improving the building quality. Improve project quality and efficiency, realize energy conservation, emission reduction and resource conservation.

本发明的嵌入式装配住宅的主要特点为:建筑体系采用双模数协调形成模块机制,可组合从80㎡~160㎡的各类住宅的建筑平面和建筑立面。只要将基本模块形成的标准板加部分异形板即可满足各类居住要求的平面和立面尺寸,从而形成标准化设计,并为工厂化生产奠定基础。建筑采用钢结构承重体系和PC大板系列、叠合楼面(屋面)板,EC墙板、ALC墙板形成完整的主体结构,提高了建筑的寿命和抗震性能。PC大板(外墙板)采用两边砼中间加保温层的内保温构造,满足了保温隔热功能,提高了节能效果,同时,满足防火、隔音等要求。安装过程中基本取消了脚手架、模板、抹灰等项目,取消了梁、柱现浇及钢筋的绑扎等工序,减少了现场湿作业,并且一体化的装修,其样板表面平整、光滑,取消了传统砂浆找平等工序,可直接进行刮腻子、喷白等工序,节约了材料。因此,这种装配式工业化建筑的施工工期比常规缩短2/3,人工费用降低2/3,保证了安全生产及工程质量。同时钢结构住宅由于不会出现房间拐角凸出,使用面积可增加3%~5%,节能环保等优势突出。经过对主体结构造价对比分析,钢结构装配式住宅同传统砼结构主体的造价基本持平,但其施工周期是传统的1/3,缩短了投资回收期,并且从目前钢材市场价格趋势来看,传统人工费用不断增高,钢材价格走低,钢结构住宅的造价将有望进一步降低。 The main feature of the embedded assembly house of the present invention is that the building system adopts a dual-modulus coordinated forming module mechanism, which can combine the building planes and building facades of various houses ranging from 80㎡ to 160㎡. As long as the standard board formed by the basic module and some special-shaped boards are added, the plane and elevation dimensions of various living requirements can be met, thereby forming a standardized design and laying the foundation for factory production. The building adopts a steel structure load-bearing system and PC large slab series, laminated floor (roof) panels, EC wall panels, and ALC wall panels to form a complete main structure, which improves the service life and seismic performance of the building. The PC slab (external wall panel) adopts an inner insulation structure with an insulation layer in the middle of concrete on both sides, which meets the thermal insulation function and improves the energy-saving effect. At the same time, it meets the requirements of fire prevention and sound insulation. During the installation process, scaffolding, formwork, plastering and other items were basically canceled, beams, columns cast-in-place and steel bar binding and other processes were cancelled, the wet work on site was reduced, and the integrated decoration made the surface of the model flat and smooth, canceling the The traditional mortar leveling process can directly carry out puttying, whitening and other processes, saving materials. Therefore, the construction period of this prefabricated industrial building is shortened by 2/3 compared with the conventional one, and the labor cost is reduced by 2/3, which ensures safe production and engineering quality. At the same time, since the corners of the steel structure do not protrude, the usable area can be increased by 3% to 5%, and the advantages of energy saving and environmental protection are prominent. After comparative analysis of the cost of the main structure, the cost of the steel structure prefabricated house is basically the same as that of the traditional concrete structure, but its construction period is 1/3 of the traditional one, shortening the investment recovery period, and judging from the current steel market price trend, Traditional labor costs continue to increase, steel prices are falling, and the cost of steel structure housing is expected to further decrease.

本发明采用钢框架或者钢框架-支撑结构为主受力体系,其中柱采用矩形钢管混凝土,梁采用高频焊接H型钢梁或则热轧H型钢梁。 The present invention adopts a steel frame or a steel frame-supporting structure as the main stress-bearing system, wherein the columns are made of rectangular steel tube concrete, and the beams are made of high-frequency welded H-shaped steel beams or hot-rolled H-shaped steel beams.

本发明的外墙板选用预制混凝土PC板,这种墙板采用三层结构,外层和内层均为50厚配筋的预制混凝土板,芯层是150EPS厚保温材料。这种外墙板与主体结构采用镶嵌的方式连接,房间一面整墙体嵌入钢框架中。与一般的钢结构住宅用的轻质墙板相比这种墙板刚度大,整体好,不会产生裂缝。 The external wall panel of the present invention selects prefabricated concrete PC board, and this wallboard adopts three-layer structure, and the outer layer and the inner layer are prefabricated concrete panels with 50 thick reinforcements, and the core layer is 150 EPS thick thermal insulation material. This kind of exterior wall panel is connected with the main structure in a mosaic way, and the whole wall of the room is embedded in the steel frame. Compared with the light-weight wallboards used in general steel structure houses, this kind of wallboards has high rigidity, good overall performance and no cracks.

本发明的内墙板采用NALC板,这种墙板自重轻、强度高;最重要的一点是已经是定型产品,有完善的产品标准和构造图集,并且实现了规模化生产。 The interior wall panel of the present invention adopts NALC board, which has light weight and high strength; the most important point is that it is already a finalized product, has perfect product standards and structure atlas, and realizes large-scale production.

本发明的楼板采用预制混凝土叠合楼板和钢筋桁架楼承层板结合使用,在主要楼面均使用60厚预制叠合楼板加60mm现浇层。钢筋桁架楼承板用在卫生间,由于采用同层排水技术,卫生间的地面要低一些,同时对渗漏的要求更高,所以采用钢筋桁架楼承板来处理是一种创造性的选择。 The floor slab of the present invention is combined with prefabricated concrete laminated floor slabs and reinforced truss floor bearing slabs, and 60 thick prefabricated laminated floor slabs plus 60 mm cast-in-place layers are used on the main floors. The steel truss floor deck is used in the bathroom. Due to the same-floor drainage technology, the floor of the bathroom is lower, and the requirements for leakage are higher. Therefore, it is a creative choice to use the steel truss floor deck to deal with it.

本发明的钢结构构件的防火保护上主要采用防火涂料和防火板材相结合的双层保护法,先喷防火涂料然后在挂NALC防火板,综合耐火时间大于4小时,远大于一般钢结构建筑防火要求。在防火板的施工工艺上,可采用自攻钉固定或是粘贴固定;两种方法效果都能达到耐火时间要求,粘贴法的优点是占用空间小、施工效率高、成本低。 The fireproof protection of the steel structural member of the present invention mainly adopts the double-layer protection method of combining fireproof coating and fireproof plate, first spraying fireproof coating and then hanging NALC fireproof board, the comprehensive fire resistance time is greater than 4 hours, far longer than general steel structure building fire prevention Require. In the construction process of the fireproof board, it can be fixed by self-tapping nails or pasted; the effect of the two methods can meet the fire resistance time requirement, and the advantages of the pasted method are small space occupation, high construction efficiency and low cost.

本发明前景广阔、市场潜力非常广大。现阶段特别适用于保障房、拆迁安置房、棚户区改造用房以及各种商品房等住宅类建筑的建造。推广后可取得显著经济效益、环境效益和社会效益。 The invention has broad prospect and great market potential. At this stage, it is especially suitable for the construction of residential buildings such as affordable housing, demolition and resettlement housing, shantytown renovation housing, and various commercial housing. Significant economic, environmental and social benefits can be achieved after promotion.

本发明的所有构件均全部采用工厂化生产,机械化安装,减少了现场施工工人,基本取消了大型脚手架、模板项目,取消了梁、柱现浇并减少现场钢筋的绑扎等工序,减少了现场湿作业,施工工期比常规缩短1/3,人工费用降低2/3,保证了安全生产及工程质量。 All the components of the present invention are produced in a factory and installed mechanized, which reduces on-site construction workers, basically eliminates large-scale scaffolding and formwork projects, cancels beams and columns cast-in-place and reduces on-site steel bar binding and other processes, reducing on-site wetness. operation, the construction period is shortened by 1/3 compared with the conventional one, and the labor cost is reduced by 2/3, ensuring safe production and project quality.

本发明采用模数化设计、协调,是建立工业化建筑体系最基本的重要要素,它是建筑的工业化、集成化并达到建筑产品通用、可互换和配套的基础,采用“双模数”协调技术系统,水平基本模数:1P=300mm,竖向基本模数:1P=300mm。 The present invention adopts modular design and coordination, which is the most basic and important element in establishing an industrialized building system. It is the basis for the industrialization and integration of buildings and the realization of universal, interchangeable and supporting building products. It adopts "double-modulus" coordination Technical system, horizontal basic modulus: 1P=300mm, vertical basic modulus: 1P=300mm.

本发明采用钢框架—支撑体系做为受力体系。当建筑层数小于12层时可以采用纯钢框架结构体系,即沿房屋的纵向和横向均采用框架作为承重和抵抗侧向力的结构体系。由于框架体系能够提供较大的内部使用空间,因而建筑布置灵活。此外,框架的杆件类型少,构造简单,施工周期短,所以对层数不太多的结构来说,框架体系是一种应用比较广泛的结构体系。当建筑层数大于12层小于30层时可以采用钢框架—支撑结构体系,框架-支撑结构就是在框架的一跨或几跨沿竖向布置支撑而构成,其中支撑桁架部分起着类似于剪力墙的作用。在水平作用下,支撑桁架部分中支撑构件只承受拉、压轴向力,这种结构形式无论是从承载力或变形的角度看,都是十分有效的。与纯框架结构相比,这种结构形式大大提高了结构的抗侧力刚度。 The present invention adopts a steel frame-support system as a stress system. When the number of floors of the building is less than 12 floors, a pure steel frame structure system can be used, that is, the frame is used as a load-bearing and lateral force-resistant structural system along the longitudinal and horizontal directions of the house. Because the frame system can provide a large internal use space, the building layout is flexible. In addition, the frame has fewer types of rods, simple structure, and short construction period. Therefore, the frame system is a widely used structural system for structures with a small number of floors. When the building has more than 12 floors and less than 30 floors, the steel frame-support structure system can be used. The frame-support structure is formed by vertically arranging supports on one or several spans of the frame, and the supporting truss part plays a role similar to shear. The effect of the force wall. Under horizontal action, the supporting members in the supporting truss part only bear the tensile and compressive axial forces. This structural form is very effective in terms of bearing capacity and deformation. Compared with the pure frame structure, this structural form greatly improves the lateral stiffness of the structure.

本发明的主立柱采用矩形管混凝土柱。矩形管柱抗扭刚度大,承载力高,外形规则,组成的结构轻巧美观,具有很好的建筑适用性;矩形管混凝土柱是在矩形管内灌注混凝土,其防火性能、稳定性较好,和H型钢组成的结构相比用钢量少,成本低,和圆钢管相比,梁柱连接构造比较简单,不产生空间相贯,便于加工,并且浇筑时不需要支模,目前已经在建筑中得到广泛应用。 The main column of the present invention adopts a rectangular tubular concrete column. Rectangular pipe columns have high torsional rigidity, high bearing capacity, regular shape, light and beautiful structure, and good architectural applicability; rectangular pipe concrete columns are filled with concrete in rectangular pipes, and have good fire resistance and stability, and The structure composed of H-shaped steel uses less steel and lower cost. Compared with round steel pipes, the beam-to-column connection structure is relatively simple, does not produce space interpenetration, is easy to process, and does not require formwork during pouring. It has already been used in construction. be widely used.

本发明的横梁采用热轧H型钢和焊接H型钢梁。热轧型钢梁构造简单,加工成本低,截面尺寸受型钢的规格限制;焊接型钢梁特点是截面尺寸组合方便,但加工时间久和加工费用较高。 The beam of the present invention adopts hot-rolled H-shaped steel and welded H-shaped steel beam. Hot-rolled steel beams are simple in structure, low in processing cost, and the cross-sectional size is limited by the specifications of the steel; welded steel beams are characterized by easy combination of cross-sectional sizes, but the processing time is long and the processing cost is high.

本发明通过在矩形管内焊横隔板,柱外预焊短钢梁,钢梁翼缘与柱外预焊短钢梁翼缘焊接,腹板与预焊短钢梁腹板采用双夹板高强螺栓连接。提高了节点的延性;解决了柱壁板较薄时,矩形管柱与梁刚接节点连接难题。由于钢材抗拉、抗压、抗剪,能较大幅度弯曲,是延展性极好的材料。当有强大地震能量时,可以依靠钢材的弹性变形来消化强大外力,以柔克刚。采用带短梁内隔板式梁柱连接节点,其在地震作用下塑性铰自柱面外移到距柱面一定距离的梁上,充分保护了梁柱焊缝,避免由于连接变形能力的恶化而导致脆性破坏。钢框架及框架—支撑结构体系具有高耗能能力和优良的塑性性能,并且相比混凝土结构最大的优势是降低了结构自重,减小了地震时的不利作用,比如减小了结构底部倾覆力矩,减小重力荷载代表值等。矩形管混凝土柱在破坏时具有较大的塑性变形,提高了建筑的耗能能力;钢管于混凝土共同工作,节点域刚度大,抗剪承载力高,能够避免纯钢柱在大震情况下易发生剪切破坏的缺点;在强震下,较容易满足强柱弱梁的抗震机理要求。 The invention welds the diaphragm inside the rectangular tube, pre-welds the short steel girder outside the column, welds the flange of the steel beam and the pre-welded short steel girder flange outside the column, and connects the web and the web of the pre-welded short steel girder with double splint high-strength bolts. The ductility of the joint is improved; when the column wall plate is thin, the problem of connecting the rectangular pipe column and the rigid joint of the beam is solved. Because steel is resistant to tension, compression, and shear, it can be bent relatively sharply, so it is a material with excellent ductility. When there is a strong earthquake energy, the elastic deformation of steel can be relied on to absorb the strong external force and overcome rigidity with softness. The beam-to-column joint with a short beam inner diaphragm is used, and the plastic hinge moves from the column surface to the beam at a certain distance from the column surface under the action of the earthquake, which fully protects the beam-column weld and avoids the deterioration of the connection deformation capacity leading to brittle failure. The steel frame and frame-support structure system has high energy dissipation capacity and excellent plastic performance, and the biggest advantage compared with the concrete structure is that it reduces the self-weight of the structure and reduces the adverse effects during earthquakes, such as reducing the overturning moment at the bottom of the structure , reduce the representative value of gravity load, etc. Rectangular tubular concrete columns have large plastic deformation when damaged, which improves the energy dissipation capacity of the building; the steel tubes and concrete work together, the node domain stiffness is large, and the shear bearing capacity is high, which can prevent pure steel columns from being easily damaged in large earthquakes. The disadvantage of shear failure; under strong earthquakes, it is easier to meet the seismic mechanism requirements of strong columns and weak beams.

本发明的PC外墙板的安装方式采用内嵌式,即外墙板嵌入两柱之间。与常用的外挂墙板相比建筑外立面光滑平整,内部空间角部无突兀,布局灵活,增加了内部空间使用面积及提高了住宅舒适性。本发明的内墙板(ALC板)具有高强轻质性,仅为混凝土的1/4,粘土砖的1/3;保温隔热性,是普通混凝土的10倍,粘土砖的7倍,是保温隔热性能优越的建筑材料;阻燃耐火性好,它的材料构成为不然的硅酸盐材料,热阻系数高,体积热稳定性好,具有很高的耐火性,不产生有害气体;吸声隔音性好,可以创造出高气密性室内空间,提供宁静舒适的生活环境;施工便捷性,墙板尺寸标准、质量轻,可大大减少人力、物力投入,板材安装工艺简便、效率高,可有效缩短建设工期。 The installation method of the PC exterior wall panel of the present invention adopts an embedded type, that is, the exterior wall panel is embedded between two columns. Compared with the commonly used external wall panels, the building facade is smooth and flat, the corners of the internal space are not abrupt, and the layout is flexible, which increases the usable area of the internal space and improves the comfort of the house. The interior wall panel (ALC panel) of the present invention has high strength and light weight, which is only 1/4 of concrete and 1/3 of clay brick; the thermal insulation performance is 10 times that of ordinary concrete, 7 times that of clay brick, and is Building material with superior thermal insulation performance; good flame retardant and fire resistance, its material is composed of silicate material, high thermal resistance coefficient, good volume thermal stability, high fire resistance, no harmful gas; Good sound absorption and sound insulation, can create a highly airtight indoor space, providing a quiet and comfortable living environment; convenient construction, standard wall panel size, light weight, can greatly reduce the input of manpower and material resources, and the panel installation process is simple and efficient , can effectively shorten the construction period.

本发明采用钢筋桁架叠合板,将楼板中的钢筋制作成钢筋桁架,并将钢筋桁架与混凝土浇筑连接成混凝土薄板构件,现场安装后在其上浇注混凝土,形成整体楼板。本发明创造性地采用了钢筋桁架楼承板,将楼板中的钢筋制作成钢筋桁架,并将钢筋桁架与压型镀锌钢板焊接成一体的楼板构件,在其上浇注混凝土,形成整体楼板。它具有:1、楼板整体性能好,有利于抗震;2、便于管线的布置;3、减少现场绑扎钢筋工作量70%左右,缩短工期;4、大量减少了现场模板及脚手架用量;5、多层楼板可同时施工;6、钢筋排列均匀,提高施工质量。 The invention adopts the composite slab of steel bar truss, makes the steel bar in the floor slab into a steel bar truss, and connects the steel bar truss with concrete pouring to form a concrete thin plate member, and pours concrete on it after on-site installation to form an integral floor slab. The present invention creatively adopts the steel bar truss floor deck, makes the steel bars in the floor into a steel bar truss, welds the steel bar truss and the profiled galvanized steel plate into an integral floor member, and pours concrete on it to form an integral floor. It has: 1. The overall performance of the floor is good, which is conducive to earthquake resistance; 2. It is convenient for the layout of pipelines; 3. It reduces the workload of tying steel bars on site by about 70%, shortening the construction period; 4. It greatly reduces the amount of formwork and scaffolding on site; 5. More Two floors can be constructed at the same time; 6. The steel bars are evenly arranged to improve the construction quality.

本发明的防火设计充分考虑了钢材耐腐蚀性差、耐热不耐火的特点,因而将建筑装修与钢构件的防腐、防火统一考虑,利用防火板包裹的气密性增强钢构件的防腐、防火性能,满足防火规范要求。其做法为:首先在钢构件表面喷涂防锈漆,再喷涂防火涂料,然后包裹防火板。 The fire protection design of the present invention fully considers the characteristics of poor corrosion resistance, heat resistance and fire resistance of steel materials, so the anticorrosion and fire prevention of building decoration and steel components are considered uniformly, and the anticorrosion and fire prevention performance of steel components are enhanced by the air tightness wrapped by fireproof boards , to meet the fire code requirements. The method is as follows: first spray anti-rust paint on the surface of the steel member, then spray fire-resistant paint, and then wrap the fire-proof board.

如果说钢筋混凝土结构的发展使施工从手工进入了机械化,那么钢结构的应用就将使住宅施工实现现代化,钢结构住宅将成为建筑现代化发展的一个重要标志。“钢结构是环保住宅,钢结构符合可持续发展概念”,21世纪钢结构将占领广阔的建筑市场。在我国目前大力推广住宅产业化的时代背景下,钢结构体系必将成为住宅结构体系的主流。 If the development of reinforced concrete structure makes construction from manual to mechanized, then the application of steel structure will modernize residential construction, and steel structure residential will become an important symbol of the modernization of architecture. "Steel structure is an environmentally friendly residence, and steel structure conforms to the concept of sustainable development." In the 21st century, steel structure will occupy a vast construction market. Under the background of promoting the industrialization of housing in our country, the steel structure system will become the mainstream of the housing structure system.

附图说明 Description of drawings

图1是与本发明的住宅结构示意图。 Fig. 1 is a schematic view of the house structure of the present invention.

图2是本发明的外墙板的结构示意图。 Fig. 2 is a schematic structural view of the exterior wall panel of the present invention.

图3是本发明的房间楼承板的断面结构示意图。 Fig. 3 is a schematic cross-sectional structure diagram of the room floor deck of the present invention.

图4是本发明的卫生间楼承板的结构示意图。 Fig. 4 is a structural schematic diagram of the bathroom floor deck of the present invention.

图5是本发明的立柱防火结构示意图。 Fig. 5 is a schematic diagram of the fire prevention structure of the column of the present invention.

图6是本发明的外立柱防水结构示意图。 Fig. 6 is a schematic diagram of the waterproof structure of the outer column of the present invention.

图7是本发明的立柱与横梁连接结构示意图。 Fig. 7 is a schematic diagram of the connecting structure of the column and the beam of the present invention.

图8是本发明的外墙板安装固定结构示意图。 Fig. 8 is a schematic diagram of the installation and fixing structure of the exterior wall panel of the present invention.

具体实施方式 detailed description

下面结合附图和实施例对本发明作进一步的说明。 The present invention will be further described below in conjunction with the accompanying drawings and embodiments.

如图1-8所示。 As shown in Figure 1-8.

一种嵌入式钢结构装配住宅体系,它包括钢框架、墙面板、房间楼面的楼承板、卫生间楼面的楼承板、房间的隔墙板和楼梯,所述的钢框架由钢柱和钢梁组成,所述的钢柱采用矩形钢管柱灌装混凝土;所述的钢梁采用焊接工字钢;所述外墙的墙面板嵌装在框架的两个钢柱之间,墙面板呈三明治结构,它的下部设有凹槽,墙面板的上部呈台阶状,墙面板下部的凹槽安置在钢梁上设置的支座上,墙面板上部的台阶体上有预埋的螺栓,在墙面板安装就位后此螺栓与钢梁上焊接的U型件相连并将墙面板固定牢固;所述的房间楼承板--钢筋桁架混凝土叠合楼板的两端定位在钢梁上,叠合楼板由钢筋桁架和60mm厚混凝土构成,在房间楼承板安装就位后,在其上浇注混凝土,形成整体楼板并获得结构所需的各种厚度楼板;所述的卫生间楼承板--钢筋桁架楼承板是将楼板中的钢筋制作成钢筋桁架,并将钢筋桁架与压型镀锌钢板焊接成一体的楼板专用构件,压型镀锌底板作为模板,在管线预埋等完成后,在其上浇混凝土,获得防水性能好整体楼板;所述的房间隔墙板采用蒸压轻质加气混凝土板即ALC板,它具有阻燃、耐火性,将此防火板包裹钢梁;所述的立柱的外表面和所有钢梁是均包裹有防火板;所述的楼梯采用工厂预制,现场安装的结构。 An embedded steel structure assembled residential system, which includes a steel frame, a wall panel, a floor bearing plate of a room floor, a floor bearing plate of a bathroom floor, a room partition wall panel and stairs, the steel frame is composed of steel columns Composed of steel beams, the steel columns are filled with concrete by rectangular steel pipe columns; the steel beams are welded I-beams; the wall panels of the outer wall are embedded between the two steel columns of the frame, and the wall panels It is a sandwich structure, its lower part is provided with a groove, the upper part of the wall panel is stepped, the groove of the lower part of the wall panel is placed on the support set on the steel beam, and there are pre-embedded bolts on the upper part of the wall panel. After the wall panel is installed in place, the bolt is connected with the U-shaped piece welded on the steel beam and the wall panel is fixed firmly; the two ends of the room floor bearing plate - reinforced truss concrete composite floor are positioned on the steel beam, The laminated floor is composed of reinforced trusses and 60mm thick concrete. After the floor deck of the room is installed in place, concrete is poured on it to form an integral floor and obtain floors of various thicknesses required by the structure; the floor deck of the bathroom described above- - Reinforced truss floor deck is a special component for the floor that makes the steel bars in the floor into a steel truss, and welds the steel bar truss and the profiled galvanized steel plate into one. The profiled galvanized bottom plate is used as a formwork. , pouring concrete on it to obtain an integral floor slab with good waterproof performance; the room partition wall panel adopts an autoclaved lightweight aerated concrete panel, that is, an ALC panel, which has flame retardancy and fire resistance, and the fireproof panel is wrapped with a steel beam; The outer surface of the columns and all the steel beams are wrapped with fireproof boards; the stairs are prefabricated in factories and installed on site.

一种嵌入式钢结构装配住宅,其长和宽以3为模数进行优化,以便于直接利用工厂化相同模数的部件进行安装,它包括钢框架、墙面板、房间楼承板、卫生间楼承板、房间隔断板和楼梯等,如图1所示,其中的钢框架由立柱1和横梁2组成,所述的立柱1采用矩形管柱灌装混凝土,所述的横梁2采用工字钢;所述的墙面板3嵌装在两个立柱1之间,墙面板3呈三明治结构,它的下部设有凹槽4,上部设有台阶体5,如图2所示,墙面板3下部的凹槽插装在外墙下横梁上,上部的台阶体固定在与外墙上横梁焊接相连的折板固定件6上,如图8:所述的房间楼承板8的两端定位在内横梁上,其表面设有钢筋桁架7,在房间楼承板8安装结束后以钢筋桁架为龙骨进行混凝土层浇铸以获得所需厚度的楼板,如图3;所述的卫生间楼承板9的两端也定位在对应的内横梁上,它由金属底板14和焊接在金属底板上的钢筋桁架10组成,如图4,当金属底板上完成管线布置后利用金属底板作为模板进行混凝土浇铸,获得防水性能好的、管线预埋的卫生间楼板;所述的房间隔断板采用ALC防火板并通过U形钩挂件定位在上下两个内部横梁之间,所述的立柱的外表面和所有横梁是均包裹有防火板(图中未示出);所述的楼梯采用工厂预制现场安装的结构(与现有技术相同,预制件运到现场可直接吊装)。当所搭建的建筑超过12层时,可在所述的钢框架上加装斜撑以满足12层以上建筑强度的需要。 An embedded steel structure assembly house, the length and width of which are optimized with a modulus of 3, so that it can be installed directly with factory-made components of the same modulus. It includes steel frames, wall panels, room floor panels, and bathroom floors. Bearing plate, room partition board and stairs, etc., as shown in Figure 1, the steel frame is composed of column 1 and beam 2, the column 1 is filled with concrete by rectangular pipe column, and the beam 2 is I-beam ; The wall panel 3 is embedded between the two columns 1, the wall panel 3 is a sandwich structure, its bottom is provided with a groove 4, and the top is provided with a step body 5, as shown in Figure 2, the bottom of the wall panel 3 The groove is inserted on the lower beam of the outer wall, and the upper step body is fixed on the folded plate fixing part 6 welded to the beam on the outer wall, as shown in Figure 8: the two ends of the floor bearing plate 8 of the room are positioned inside On the crossbeam, its surface is provided with steel bar truss 7, after room floor deck 8 is installed, carry out concrete layer casting with steel bar truss as keel to obtain the floor slab of required thickness, as Fig. 3; Described toilet floor deck 9 The two ends are also positioned on the corresponding inner beams, which are composed of a metal base plate 14 and a steel truss 10 welded on the metal base plate, as shown in Figure 4. After the pipeline layout is completed on the metal base plate, the metal base plate is used as a template for concrete casting, and the obtained Bathroom floors with good waterproof performance and pre-buried pipelines; the room partition board adopts ALC fireproof board and is positioned between the upper and lower internal beams through U-shaped hooks, and the outer surface of the column and all beams are homogeneous Wrapped with a fireproof board (not shown in the figure); the stairs are prefabricated in a factory and installed on site (same as the existing technology, the prefabricated parts can be directly hoisted when transported to the site). When the built building exceeds 12 floors, diagonal braces can be installed on the steel frame to meet the needs of building strength above 12 floors.

本发明的外墙板3的具体结构如2所示,包括三明治结构的板体主体11,所述的板体主体11的上边设有贴装在上层钢梁外表面的台阶体5,它的下边设有插入下层钢梁内的凹槽4,在所述台阶体5上设有用于将板体与上层横梁固定的固定孔12;所述的板体为三明治结构,其中间层为EPS保温材料层,EPS保温材料层两侧均为预筋预制混凝土板。房间楼承板8的结构如图3所示,它包括混凝土预制半底板13,所述的混凝土预制半底板13上设有高出其表面的沿其长度方向布置的、用于现场浇铸形成以便形成筋骨的钢筋桁架7,在混凝土预制半底板的两边分别连接有用于与相邻楼板相连的呈折弯状的连接钢筋。卫生间楼承板9由弧形金属底板14和钢筋桁架10组成,所述的金属底板14上的钢筋桁架10高出其表面,并沿其长度方向布置,可用于现场浇铸形成以便形成筋骨。立柱1外立面的设有防火结构如图5所示,所述的防火结构主要由防火涂料层14和NALC防火板16组成,防火涂料层15直接喷涂在立柱1的表面,在立柱的四角固定有拐角镀锌龙骨17,NALC防火板16通过自攻螺钉18固定在拐角镀锌龙骨17上,拐角镀锌龙骨17通过强力胶粘贴在立柱表面上。外立柱1表面的防水结构如图6所示,该防水结构它主要由ALC板19和泡沫板20组成,泡沫板20胶粘在立柱1的外侧表面上,ALC板19胶粘在泡沫板20的外表面上,泡沫板20的两侧边加装有橡胶止水带21,橡胶止水带21的周围填装有硅酮耐候胶22;所述的ALC板19的宽度大于泡沫板20的宽度,泡沫板20的宽度大于外立柱1的外立面的宽度,所述的橡胶止水带21和硅酮耐候胶22的内侧边与外墙板3的外表面密封相连。立柱与横梁的连接结构如图7所示,横梁2一端与过渡工字钢23的一端通过连接板24及高强连接螺栓25相连,过渡工字钢23的上边及下边分别与相邻立柱1相连,在相邻立柱靠近接头处内部设有横隔板26,该横隔板26的四周与对应的上立柱或下主柱的内表面焊接相连。外墙板的安装结构固定结构如图8所示,外墙板下端的凹槽4插装在外部下横梁2上,外墙板3整体嵌装在根外立柱1之间,外墙板3的厚度与外立柱1的宽度相匹配以便当外墙板安装完毕后室内外均无外凸表面,外墙板3上部的台阶体5紧贴上横梁的外侧面并向上延伸超过上横梁的上表面,在上横梁2的上表面安装有若干个折板固定件6,折板固定件6的垂直边上设有供固定螺钉穿过的并能调整左右和上下距离的槽口27,外墙板固定螺栓28穿过台阶体5和所述的槽口及匀力板29并通过螺母30将外墙板3的上端与上横梁固定相连;在所述的上横梁和相邻的下横梁之间还加装有隔柱。外墙板3安装时首先利用吊装设备将外墙板吊装到安装现场,先将外墙板底部的凹槽对准下横梁并插入,再将外墙板整体推入两根立柱之间,此时,外墙板上部的台阶体紧贴在上横梁上,此时,可将外墙板固定螺栓从外墙板台阶体上的安装孔中穿入,在外墙板固定螺栓穿过槽口的一端上套上匀力板并拧上螺母(适当预紧),调整外墙板到位后再拧紧螺母,使匀力板压紧在折板固定件上即完成外墙板的固定,按此步骤进行下一块外墙板的安装,在全部或每块外墙板安装固定结束后即可用防火板对上横梁和下横梁(相对每块外墙板而言)进行防火板安装,以消除横梁室内的裸露部分。 The specific structure of the exterior wall panel 3 of the present invention is shown in 2, comprising a panel body 11 of a sandwich structure, the top of the panel body 11 is provided with a step body 5 mounted on the outer surface of the upper steel beam, its The lower side is provided with a groove 4 inserted into the steel beam of the lower layer, and a fixing hole 12 for fixing the board body and the upper beam is provided on the step body 5; the board body is a sandwich structure, and the middle layer is EPS insulation Material layer, both sides of the EPS insulation material layer are pre-reinforced prefabricated concrete slabs. The structure of room floor bearing plate 8 is as shown in Figure 3, and it comprises concrete prefabricated half-bottom slab 13, and described concrete prefabricated half-bottom slab 13 is provided with higher than its surface and is arranged along its length direction, is used for in-situ casting to form so that The steel bar truss 7 forming the ribs is respectively connected to the two sides of the concrete prefabricated half-bottom slab with bent connecting steel bars for connecting with adjacent floor slabs. The bathroom floor deck 9 is made up of an arc-shaped metal base plate 14 and a steel bar truss 10. The steel bar truss 10 on the metal base plate 14 is higher than its surface and arranged along its length, which can be used for on-site casting to form ribs. Column 1 facade is provided with fireproof structure as shown in Figure 5, and described fireproof structure is mainly made up of fireproof coating layer 14 and NALC fireproof board 16, and fireproof coating layer 15 is directly sprayed on the surface of column 1, and at the four corners of column The corner galvanized keel 17 is fixed, the NALC fireproof board 16 is fixed on the corner galvanized keel 17 by self-tapping screws 18, and the corner galvanized keel 17 is pasted on the surface of the column by superglue. The waterproof structure on the surface of the outer column 1 is shown in Figure 6. The waterproof structure is mainly composed of an ALC board 19 and a foam board 20. The foam board 20 is glued to the outer surface of the column 1, and the ALC board 19 is glued to the foam board 20. On the outer surface of the foam board 20, rubber waterstops 21 are installed on both sides of the foam board 20, and silicone weather-resistant glue 22 is filled around the rubber waterstop 21; the width of the ALC board 19 is greater than that of the foam board 20 Width, the width of the foam board 20 is greater than the width of the outer facade of the outer column 1, and the inner edge of the rubber waterstop 21 and the silicone weather-resistant adhesive 22 is sealed and connected with the outer surface of the outer wall panel 3 . The connection structure between the column and the beam is shown in Figure 7. One end of the beam 2 is connected to one end of the transitional I-beam 23 through a connecting plate 24 and high-strength connecting bolts 25, and the upper and lower sides of the transitional I-beam 23 are respectively connected to the adjacent column 1. A transverse partition 26 is arranged inside adjacent joints of the adjacent columns, and the periphery of the transverse partition 26 is connected to the inner surface of the corresponding upper column or lower main column by welding. The installation and fixing structure of the exterior wall panel is shown in Figure 8. The groove 4 at the lower end of the exterior wall panel is inserted on the outer lower beam 2, the exterior wall panel 3 is integrally embedded between the outer columns 1, and the exterior wall panel 3 The thickness matches the width of the outer column 1 so that when the outer wall panel is installed, there is no convex surface indoors and outdoors, and the step body 5 on the upper part of the outer wall panel 3 is close to the outer side of the upper beam and extends upward beyond the upper beam. On the surface, on the upper surface of the upper beam 2, several folded plate fixing parts 6 are installed, and the vertical edge of the folded plate fixing part 6 is provided with a notch 27 for fixing screws to pass through and can adjust the left and right and up and down distances. Plate fixing bolts 28 pass through the step body 5, the notch and the uniform force plate 29 and fix the upper end of the outer wall panel 3 to the upper beam through the nut 30; between the upper beam and the adjacent lower beam There are also spacers. When installing the exterior wall panel 3, first use hoisting equipment to hoist the exterior wall panel to the installation site. At this time, the upper step body of the outer wall panel is closely attached to the upper beam. At this time, the fixing bolts of the outer wall panel can be penetrated through the mounting holes on the step body of the outer wall panel, and when the fixing bolts of the outer wall panel pass through the notch, Put the uniform force plate on one end and screw on the nut (properly pre-tightened), adjust the outer wall panel in place and then tighten the nut, so that the uniform force plate is pressed on the folded plate fixing part to complete the fixing of the outer wall panel, follow this step Carry out the installation of the next exterior wall panel. After all or each exterior wall panel is installed and fixed, the fireproof board can be used to install the fireproof board on the upper beam and the lower beam (relative to each exterior wall panel), so as to eliminate the exposed parts.

本发明未涉及部分均与现有技术相同或可采用现有技术加以实现。 The parts not involved in the present invention are the same as the prior art or can be realized by adopting the prior art.

Claims (10)

1.一种嵌入式钢结构装配住宅,它包括钢框架、墙面板、房间楼承板、卫生间楼承板、房间隔断板和楼梯,其特征是所述的钢框架由立柱和横梁组成,所述的立柱采用矩形管柱灌装混凝土,所述的横梁采用工字钢;所述的墙面板嵌装在两个立柱之间,墙面板呈三明治结构,它的下部设有凹槽,上部设有台阶体,墙面板下部的凹槽插装在外墙下横梁上,上部的台阶体固定在与外墙上横梁焊接相连的折板固定件上:所述的房间楼承板的两端定位在内横梁上,其表面设有钢筋桁架,在房间楼承板安装结束后以钢筋桁架为龙骨进行混凝土层浇铸以获得所需厚度的楼板;所述的卫生间楼承板的两端也定位在对应的内横梁上,它由金属底板和焊接在金属底板上的钢筋桁架组成,当金属底板上完成管线布置后利用金属底板作为模板进行混凝土浇铸,获得防水性能好的、管线预埋的卫生间楼板;所述的房间隔断板采用ALC防火板并通过钩挂件定位在上下两个内部横梁之间,所述的立柱的外表面和所有横梁是均包裹有防火板;所述的楼梯采用工厂预制,现场安装的结构。 1. An embedded steel structure assembled residence, it comprises steel frame, wall panel, room floor bearing plate, toilet floor bearing plate, room partition plate and stairs, it is characterized in that described steel frame is made up of column and beam, so The column described above is filled with concrete by a rectangular pipe column, and the crossbeam is made of I-beam; the wall panel is embedded between the two columns, and the wall panel is a sandwich structure with a groove in its lower part and a groove in its upper part. There is a step body, the groove at the lower part of the wall panel is inserted on the lower beam of the outer wall, and the upper step body is fixed on the folded plate fixing piece welded to the beam on the outer wall: the two ends of the floor deck of the room are positioned at On the inner beam, steel trusses are arranged on its surface. After the room floor deck is installed, the concrete layer is cast with the steel bar truss as the keel to obtain a floor of the required thickness; the two ends of the bathroom floor deck are also positioned at the corresponding On the inner beam, it is composed of a metal base plate and a steel truss welded on the metal base plate. After the pipeline layout is completed on the metal base plate, the metal base plate is used as a template for concrete casting to obtain a bathroom floor with good waterproof performance and pre-buried pipelines; The room partition board adopts ALC fireproof board and is positioned between the upper and lower inner beams through hooks. The outer surface of the column and all the beams are wrapped with fireproof boards; the stairs are prefabricated in the factory, and installed structure. 2.根据权利要求1所述的嵌入式钢结构装配住宅,其特征是它的宽度和长度以3为模数设置。 2. The embedded steel structure assembly house according to claim 1, characterized in that its width and length are set with 3 as the modulus. 3.根据权利要求1所述的嵌入式钢结构装配住宅,其特征是所述的钢框架上加装有斜撑以满足12层以上建筑强度的需要。 3. The embedded steel structure assembly house according to claim 1, characterized in that the steel frame is equipped with diagonal braces to meet the needs of building strength with more than 12 floors. 4.根据权利要求1所述的嵌入式钢结构装配住宅,其特征是所述的外墙板包括板体,所述的板体的上边设有贴装在上层钢梁外表面的台阶体,它的下边设有插入下层钢梁内的凹槽,在所述台阶体上设有用于将板体与上层横梁固定的固定孔;所述的板体为三明治结构,其中间层为EPS保温材料层,EPS保温材料层两侧均为预筋预制混凝土板。 4. The assembled house with embedded steel structure according to claim 1, characterized in that the outer wall panel comprises a panel body, and the upper side of the panel body is provided with a step body attached to the outer surface of the upper steel beam, Its lower side is provided with a groove inserted into the steel beam of the lower layer, and a fixing hole for fixing the board body and the upper beam is provided on the step body; the board body is a sandwich structure, and the middle layer is EPS insulation material layer, and both sides of the EPS insulation layer are prefabricated concrete slabs. 5.根据权利要求1所述的嵌入式钢结构装配住宅,其特征是所述的房间楼承板包括混凝土预制半底板,所述的混凝土预制半底板上设有高出其表面的沿其长度方向布置的、用于现场浇铸形成以便形成筋骨的钢筋桁架,在混凝土预制半底板的两边分别连接有用于与相邻楼板相连的呈折弯状的连接钢筋。 5. The assembled house with embedded steel structure according to claim 1, characterized in that said room floor bearing plate comprises a concrete prefabricated half-bottom plate, and said concrete prefabricated half-bottom plate is provided with a wall that is higher than its surface along its length. The steel bar trusses arranged in the same direction are used for on-site casting to form reinforcements, and the two sides of the concrete prefabricated half-bottom slab are respectively connected with bent connecting steel bars for connecting with adjacent floor slabs. 6.根据权利要求1所述的嵌入式钢结构装配住宅,其特征是所述的卫生间楼承板金属底板,所述的金属底板上设有高出其表面的沿其长度方向布置的、用于现场浇铸形成以便形成筋骨的若干个钢筋桁架。 6. The embedded steel structure assembly house according to claim 1, characterized in that the metal base plate of the floor deck of the bathroom, the metal base plate is provided with a wall that is higher than its surface and arranged along its length direction. A number of steel trusses cast in place to form the ribs. 7.根据权利要求1所述的嵌入式钢结构装配住宅,其特征是所述的立柱外立面设有防火结构,所述的防火结构主要由防火涂料层和NALC防火板组成,防火涂料层直接喷涂在立柱的表面,在立柱的四角固定有拐角镀锌龙骨,NALC防火板通过自攻螺钉固定在拐角镀锌龙骨上。 7. The embedded steel structure assembly house according to claim 1, characterized in that the outer facade of the column is provided with a fireproof structure, and the fireproof structure is mainly composed of a fireproof paint layer and a NALC fireproof board, and the fireproof paint layer Spray directly on the surface of the column, and fix the corner galvanized keel at the four corners of the column, and the NALC fireproof board is fixed on the corner galvanized keel by self-tapping screws. 8.根据权利要求1所述的嵌入式钢结构装配住宅,其特征是在外立柱表面设有防水结构,该防水结构它主要由ALC板和泡沫板组成,泡沫板胶粘在立柱的外侧表面上,ALC板胶粘在泡沫板的外表面上,泡沫板的两侧边加装有橡胶止水带,橡胶止水带的周围填装有硅酮耐候胶;所述的ALC板的宽度大于泡沫板的宽度,泡沫板的宽度大于外立柱的外立面的宽度,所述的橡胶止水带和硅酮耐候胶的内侧边与外墙板的外表面密封相连。 8. The embedded steel structure assembly house according to claim 1, characterized in that a waterproof structure is provided on the surface of the outer column, the waterproof structure is mainly composed of ALC board and foam board, and the foam board is glued on the outer surface of the column , the ALC board is glued on the outer surface of the foam board, rubber waterstops are installed on both sides of the foam board, and silicone weather-resistant glue is filled around the rubber waterstop; the width of the ALC board is greater than that of the foam The width of the board, the width of the foam board is greater than the width of the outer facade of the outer column, and the inner side of the rubber waterstop and the silicone weather-resistant adhesive are sealed and connected with the outer surface of the outer wall board. 9.根据权利要求1所述的嵌入式钢结构装配住宅,其特征是所述的立柱与横梁的连接结构为工字梁的一端与过渡工字钢的一端通过连接板及高强连接螺栓相连,过渡工字钢的上边及下边分别与相邻立柱相连,在相邻立柱靠近接头处内部设有横隔板,该横隔板的四周与对应的上立柱或下主柱的内表面焊接相连。 9. The embedded steel structure assembly house according to claim 1, characterized in that the connection structure between the column and the beam is that one end of the I-beam and one end of the transition I-beam are connected by a connecting plate and a high-strength connecting bolt, The upper side and the lower side of the transitional I-beam are respectively connected with the adjacent column, and a transverse partition is arranged inside the adjacent column near the joint, and the periphery of the transverse partition is welded with the inner surface of the corresponding upper column or lower main column. 10.根据权利要求1所述的嵌入式钢结构装配住宅,其特征是所述的外墙板下端的凹槽插装在外部下横梁上,外墙板的整体嵌装在根外立柱之间,外墙板的厚度与外立柱的宽度相匹配以便当外墙板安装完毕后室内外均无外凸表面,外墙板上部的台阶体紧贴上横梁的外侧面并向上延伸超过上横梁的上表面,在上横梁的上表面安装有若干个折板固定件,折板固定件的垂直边上设有供固定螺钉穿过的并能调整左右和上下距离的槽口,外墙板固定螺栓穿过台阶体和所述的槽口及匀力板并通过螺母将外墙板的上端与上横梁固定相连;在所述的上横梁和相邻的下横梁之间加装有隔柱。 10. The embedded steel structure assembly house according to claim 1, characterized in that the groove at the lower end of the outer wall panel is inserted on the outer lower beam, and the entire outer wall panel is embedded between the outer columns , the thickness of the exterior wall panels matches the width of the exterior columns so that when the exterior wall panels are installed, there is no convex surface indoors and outdoors. On the upper surface, several folded plate fixing parts are installed on the upper surface of the upper beam. The vertical side of the folded plate fixing parts is provided with notches for the fixing screws to pass through and can adjust the left and right and up and down distances. The outer wall panel fixing bolts The upper end of the outer wall panel is fixedly connected with the upper beam through the step body, the notch and the uniform force plate through nuts; a spacer column is installed between the upper beam and the adjacent lower beam.
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CN108867856A (en) * 2018-09-04 2018-11-23 中冶建筑研究总院有限公司 A kind of vertical supporting member of T font and connection structure for assembling type steel structure
CN108915087A (en) * 2018-07-12 2018-11-30 首钢集团有限公司 A kind of weather-proof H profile steel of steel house and the matched method of corrosion-inhibiting coating
CN109386091A (en) * 2018-12-14 2019-02-26 苏州光彩建筑钢品有限公司 A kind of crossbeam of the integrated fashioned iron class house convenient for construction
CN110528681A (en) * 2019-08-22 2019-12-03 河北润华工程建设设计有限公司 A kind of close column assembled arthitecutral structure of steel pipe concrete and its building
CN110593605A (en) * 2019-09-11 2019-12-20 中建钢构有限公司 Assembled steel construction house
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CN117569450A (en) * 2023-12-25 2024-02-20 新疆冶金建设(集团)有限责任公司 A kind of prefabricated steel frame high-rise residential structure

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CN106351358A (en) * 2016-10-26 2017-01-25 中国二十二冶集团有限公司 Method for manufacturing and mounting fabricated steel structure house sandwich thermal insulation concrete external wall panel
CN106592755A (en) * 2017-01-17 2017-04-26 北京工业大学 Modular multi-storeyed overall assembly type steel structural house structure system
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CN108442595A (en) * 2018-04-03 2018-08-24 江苏南通三建集团股份有限公司 Precast concrete entirety ground floor and installation method for kitchen and toilet
CN108915087A (en) * 2018-07-12 2018-11-30 首钢集团有限公司 A kind of weather-proof H profile steel of steel house and the matched method of corrosion-inhibiting coating
CN108867856A (en) * 2018-09-04 2018-11-23 中冶建筑研究总院有限公司 A kind of vertical supporting member of T font and connection structure for assembling type steel structure
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CN111364602A (en) * 2019-12-27 2020-07-03 几何智慧城市科技(广州)有限公司 Building composition of ecological city
CN111364602B (en) * 2019-12-27 2024-09-10 几何智慧城市科技(广州)有限公司 Building component of ecological city
CN112900636A (en) * 2021-03-30 2021-06-04 山西宏厚装配式建筑科技发展有限公司 Outer wall structure of prefabricated building
CN117108118A (en) * 2023-09-19 2023-11-24 安徽海龙建筑工业有限公司 A steel structure modular box house
CN117569450A (en) * 2023-12-25 2024-02-20 新疆冶金建设(集团)有限责任公司 A kind of prefabricated steel frame high-rise residential structure

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