CN210887559U - Low multi-storey steel structure residential system - Google Patents

Low multi-storey steel structure residential system Download PDF

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CN210887559U
CN210887559U CN201921462024.3U CN201921462024U CN210887559U CN 210887559 U CN210887559 U CN 210887559U CN 201921462024 U CN201921462024 U CN 201921462024U CN 210887559 U CN210887559 U CN 210887559U
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column
hinged
beams
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columns
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余玉洁
张超
曼孟轲
丁发兴
陈魏
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Central South University
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Abstract

本实用新型公开了一种低多层钢结构住宅体系,该体系包括钢管混凝土边柱、铰接立柱、水平贯通梁和X型交叉抗侧单元;各边柱贯通布置,水平梁贯通梁可拆卸连于相邻边柱之间及结构内部,铰接立柱竖直设置于结构内部,且在各层内与上下水平贯通梁之间可拆卸连接,抗侧单元可拆卸连接于部分相邻铰接立柱或铰接立柱与边柱之间。各部件均可工厂内预制现场装配,各部件之间均为可拆卸连接,装配化程度较高,且可根据建筑需求灵活改变布局;边柱和铰接立柱用于竖向承重,抗侧单元提供主要结构抗侧,实现承重和抗侧功能分离,且边柱与水平梁节点提供部分抗侧储备;各部件均采用常见的小尺寸构件,降低建造成本,且便于村镇及边远地区构件运输。

Figure 201921462024

The utility model discloses a low multi-storey steel structure residential system. The system comprises a steel tube concrete side column, a hinged column, a horizontal through beam and an X-shaped cross anti-side unit; Between adjacent side columns and inside the structure, the hinged column is vertically arranged inside the structure, and is detachably connected to the upper and lower horizontal through beams in each layer, and the anti-side unit is detachably connected to some adjacent hinged columns or hinged joints. between the column and the side column. All components can be prefabricated and assembled on site in the factory, and all components are detachably connected, with a high degree of assembly, and the layout can be flexibly changed according to building needs; side columns and hinged columns are used for vertical load-bearing, and anti-side units provide The main structure is anti-side, realizing the separation of load-bearing and anti-side functions, and the side column and horizontal beam joints provide partial anti-side reserve; each component adopts common small-sized components, which reduces the construction cost and facilitates the transportation of components in villages, towns and remote areas.

Figure 201921462024

Description

低多层钢结构住宅体系Low-rise steel structure residential system

技术领域technical field

本实用新型属于建筑工程技术领域,特别是涉及一种低多层钢结构住宅体系。The utility model belongs to the technical field of construction engineering, in particular to a low multi-storey steel structure residential system.

背景技术Background technique

目前我国城镇化比例还偏低,在市区范围外大面积范围内建筑均以低多层村镇住房为主,且大多数农房都为自建,从建造方式上其建筑材料常需求部件简单、就地选材或居民自建等特点,且整体性和抗震性差;从结构特点上其大都为1-3层低层住宅,使用功能和荷载类型较为简单,材料大都采用生土、红砖、竹木或石土结构。At present, the proportion of urbanization in my country is still relatively low. The buildings in large areas outside the urban area are mainly low-storey village houses, and most of the rural houses are self-built. From the construction method, the building materials often require simple components. , on-site selection of materials or self-built by residents, etc., and poor integrity and earthquake resistance; in terms of structural characteristics, most of them are low-rise residences with 1-3 floors, the use functions and load types are relatively simple, and most of the materials are raw soil, red brick, bamboo Wooden or stone-earth structures.

近年来我国开展村镇改造和美丽乡村建设计划,将对于村镇建筑和规划进行整体提升改造,以改善人民居住条件。同时在我国对于建筑结构的抗震要求逐步提升的背景下,研发适用于村镇住宅使用功能特点,具有较好的抗侧抗震性能,且低成本可快速装配及快速施工的低多层装配式钢结构住宅具有十分重要的现实意义。In recent years, my country has carried out village and town reconstruction and beautiful countryside construction plans, and will carry out overall upgrading and renovation of village and town buildings and planning to improve people's living conditions. At the same time, under the background that my country's seismic requirements for building structures are gradually increasing, research and develop low-level prefabricated steel structures that are suitable for use in villages and towns, have good lateral seismic performance, and can be quickly assembled and constructed at low cost. Housing is of great practical significance.

现有村镇钢结构住宅大都采用冷弯薄壁结构体系,其主体结构采用轻钢龙骨骨架,配以轻钢龙骨复合墙板。该结构体系中轻钢龙骨复合墙板作为竖向承重墙,导致内部墙板施工完成后不能随意改变或拆除,导致房屋使用功能受到限制。Most of the existing steel structure houses in villages and towns adopt cold-formed thin-walled structural system, and the main structure adopts light steel keel frame and light steel keel composite wallboard. In this structural system, the light steel keel composite wall panel is used as a vertical load-bearing wall, so that the internal wall panel cannot be changed or removed at will after the construction is completed, resulting in the limited use of the house.

而且采用传统框架结构作为低多层村镇住宅骨架时,梁柱构件除需满足竖向承重外还需要提供足够的抗侧刚度,构件和节点需要能够提供足够的抗弯承载能力,因此尺寸较大,导致建造成本较高,在农村地区及村镇推广受限。并且框架钢结构应用时节点大都需要刚接,以提供足够的结构刚度和抗侧能力,对于节点施工要求较高,而村镇地区施工质量常难以保障,从而存在安全隐患。Moreover, when the traditional frame structure is used as the skeleton of low-level village houses, the beam-column members need to provide sufficient lateral stiffness in addition to vertical load-bearing, and the members and nodes need to provide sufficient flexural bearing capacity, so the size is large. , resulting in higher construction costs and limited promotion in rural areas and villages. In addition, when the frame steel structure is applied, most of the nodes need to be rigidly connected to provide sufficient structural rigidity and lateral resistance. The requirements for node construction are relatively high, and the construction quality in villages and towns is often difficult to guarantee, resulting in potential safety hazards.

实用新型内容Utility model content

本实用新型的目的在于针对现有技术的不足之处,提供一种能够满足村镇住宅结构的使用和受力需求,且装配化程度较高、施工简便和降低造价的低多层钢结构住宅体系。The purpose of this utility model is to aim at the deficiencies of the prior art, to provide a low-level multi-storey steel structure residential system that can meet the use and stress requirements of residential structures in villages and towns, and has a high degree of assembly, easy construction and reduced cost. .

本实用新型提供的这种低多层钢结构住宅体系,它包括钢管混凝土边柱、铰接立柱、水平贯通梁和X型交叉抗侧单元;各钢管混凝土边柱竖直布置,水平贯通梁包括边梁和中梁,边梁可拆卸连于相邻两钢管混凝土边柱之间,中梁连接于相邻两边梁之间;铰接立柱竖直设置,两端分别与上方和下方的水平贯通梁可拆卸连接;X型交叉抗侧单元可拆卸连接于相邻铰接立柱之间或铰接立柱与边柱之间。The low multi-storey steel structure residential system provided by the utility model includes concrete-filled steel tube side columns, hinged columns, horizontal through beams and X-shaped cross-side anti-side units; The beam and the middle beam, the side beams are detachably connected between the two adjacent CFST side columns, and the middle beam is connected between the adjacent two side beams; the hinged columns are vertically arranged, and the two ends are detachably connected to the upper and lower horizontal through beams respectively. ; X-shaped cross-side anti-side units can be detachably connected between adjacent hinged columns or between hinged columns and side columns.

所述钢管混凝土边柱采用方钢管,方钢管内部填充混凝土,钢管混凝土边柱内预埋有高强螺栓,钢管混凝土边柱竖向贯通布置;所述水平贯通梁为工字钢梁,其上、下翼板上设有定位孔,工字钢梁的两端焊接连接端板,连接端板与上翼缘、下翼缘之间焊接加劲肋板;水平贯通梁以其端部的连接端板与钢管混凝土边柱之间通过预埋的高强螺栓配合螺母连接。The CFST side column adopts square steel pipe, the interior of the square steel pipe is filled with concrete, the high-strength bolts are pre-buried in the CFST side column, and the CFST side column is arranged vertically through; There are positioning holes on the lower wing plate, the two ends of the I-beam are welded to connect the end plates, and the stiffening rib plates are welded between the connecting end plate and the upper flange and the lower flange; the horizontal through beam is connected with the end plates at its ends It is connected with the concrete-filled steel tube side column through embedded high-strength bolts and nuts.

所述铰接立柱包括空心钢管与端板,端板焊接于方钢管柱两端;铰接立柱通过两端的端板分别于上、下侧的水平贯通梁相连。The hinged column comprises a hollow steel pipe and an end plate, the end plates are welded to both ends of the square steel pipe column; the hinged column is connected to the upper and lower horizontal through beams respectively through the end plates at both ends.

所述水平贯通梁的上、下翼板之间在设置所述铰接立柱位置处设有两对加劲肋板。Two pairs of stiffening rib plates are arranged between the upper and lower wing plates of the horizontal through beam at the position where the hinged column is arranged.

所述X型交叉抗侧单元由一对X型交叉设置的斜拉杆组成,斜拉杆包括张紧构件和连接于张紧构件两端的拉杆主体,拉杆主体的外端设有锚头。The X-shaped cross anti-side unit is composed of a pair of X-shaped cross-arranged diagonal tie rods. The diagonal tie rod includes a tension member and a tie rod main body connected to both ends of the tension member, and the outer end of the tie rod main body is provided with an anchor head.

所述张紧构件为花篮螺栓,所述拉杆主体为钢绞线或螺纹钢。The tensioning member is a turnbuckle bolt, and the main body of the tie rod is a steel strand or threaded steel.

所述X型交叉抗侧单元通过连接肋板与铰接立柱或钢管混凝土边柱相连,连接肋板上设有连接孔,连接肋板焊接于所述端板和所述铰接立柱之间,斜拉杆以其锚头与连接肋板通过销轴相连。The X-shaped cross-side anti-side unit is connected to the hinged column or the concrete-filled steel tube side column through the connecting rib. The connecting rib is provided with a connecting hole, and the connecting rib is welded between the end plate and the hinged column. Its anchor head is connected with the connecting rib through a pin shaft.

本实用新型先在工厂内预制各个钢材构件,然后将预制好的钢管混凝土边柱方钢管布置于施工现场,向方钢管内浇注混凝土并养护至初强度;吊装水平贯通梁,将水平贯通梁可拆卸连接于边柱之间形成主框架,将铰接立柱逐层可拆卸连接上下水平贯通梁之间或水平贯通梁与地基之间;在结构内部部分墙体区域的相邻铰接立柱之间,或铰接立柱与钢管混凝土边柱之间采用连接肋板和销轴式锚头连接X型交叉支撑抗侧单元,最后填充墙板即可。一方面各部件均可在工厂内预制后在施工现场装配,各部件之间均为可拆卸连接,装配化程度较高,缩短施工周期,且可方便进行后期结构调整;另一方面通过抗侧单元的设置实现承重和抗侧功能分离,钢管混凝土边柱和铰接立柱用于竖向承重,抗侧单元提供主要结构抗侧;并且水平贯通梁与边柱的连接节点可作为结构的抗侧功能储备;而且本实用新型各部件均采用市场上常见的小尺寸构件及刚拉杆等构件,可有效降低建造成本,且便于村镇及边远地区构件运输。The utility model first prefabricates each steel component in the factory, then arranges the prefabricated concrete-filled steel tube side column square steel pipe on the construction site, pours concrete into the square steel pipe and maintains it to the initial strength; hoisting the horizontal through beam, the horizontal through beam can be It is disassembled and connected between the side columns to form the main frame, and the hinged columns are detachably connected layer by layer between the upper and lower horizontal through beams or between the horizontal through beams and the foundation; between adjacent hinged columns in some wall areas inside the structure, or hinged Connecting rib plates and pin-shaft anchors are used to connect the X-shaped cross-bracing anti-side units between the column and the concrete-filled steel tube side column, and finally fill the wall plate. On the one hand, each component can be prefabricated in the factory and assembled on the construction site, and the components are detachably connected, which has a high degree of assembly, shortens the construction period, and facilitates later structural adjustment; The setting of the unit realizes the separation of load-bearing and side-resistance functions. The CFST side column and the hinged column are used for vertical load-bearing, and the side-resistance unit provides the main structure side-resistance; and the connection node between the horizontal penetrating beam and the side column can be used as the side-resisting function of the structure. Moreover, each component of the utility model adopts the common small-sized components and rigid tie rods and other components on the market, which can effectively reduce the construction cost and facilitate the transportation of components in villages, towns and remote areas.

附图说明Description of drawings

图1为本实用新型一个优选实施例的布置示意图。FIG. 1 is a schematic diagram of the layout of a preferred embodiment of the present invention.

图2为钢管混凝土边柱的断面示意图。Figure 2 is a schematic cross-sectional view of a CFST side column.

图3为本优选实施例中水平贯通梁与钢管混凝土边柱的端板螺栓连接节点示意图。FIG. 3 is a schematic diagram of the connection node of the end plate bolts of the horizontal through beam and the CFST side column in the preferred embodiment.

图4为本优选实施例中铰接立柱和X型交叉抗侧单元的布置示意图。FIG. 4 is a schematic diagram of the arrangement of the hinged column and the X-shaped cross anti-side unit in this preferred embodiment.

图5为本优选实施例中铰接立柱、水平贯通梁和X型交叉抗侧单元的连接节点放大示意图。FIG. 5 is an enlarged schematic view of the connection nodes of the hinged column, the horizontal through beam and the X-shaped cross side anti-side element in the preferred embodiment.

图示序号:Icon serial number:

1—钢管混凝土边柱,11—方钢管,12—内填混凝土;1—CFST side column, 11—Square steel pipe, 12—Filled concrete;

2—水平贯通梁;2—horizontal through beam;

3—铰接立柱,31—空心钢管,32—端板,33—螺栓;3—Hinged column, 31—Hollow steel pipe, 32—End plate, 33—Bolt;

4—X型交叉抗侧单元,41—锚头、42—张紧构件、43—拉杆主体、44—连接肋板;4—X-type cross-resisting side unit, 41—anchor head, 42—tension member, 43—tie rod main body, 44—connecting rib;

5—连接端板;6—加劲肋板;7—高强螺栓;8—竖向加劲肋板。5—connecting end plate; 6—stiffening rib plate; 7—high-strength bolt; 8—vertical stiffening rib plate.

具体实施方式Detailed ways

本实施例以本实用新型技术方案为前提进行实施,给出了详细的实施方式和具体的操作过程,但本实用新型的保护范围不限于下述的实施例。This embodiment is implemented on the premise of the technical solution of the present invention, and provides a detailed implementation manner and a specific operation process, but the protection scope of the present invention is not limited to the following embodiments.

如图1所示,本实施例公开的这种低层钢结构住宅体系,它包括钢管混凝土边柱1、水平贯通梁2、铰接立柱3和交叉支撑抗侧单元4。As shown in FIG. 1 , the low-rise steel structure residential system disclosed in this embodiment includes concrete filled steel tubular side columns 1 , horizontal through beams 2 , hinged columns 3 and cross-bracing anti-side units 4 .

如图2所示,钢管混凝土边柱1由方钢管11内填混凝土12形成,方钢管 11根据受力需求边长在100—200mm内选择,材料根据受力需求不同选用Q235 或Q355钢,方钢管侧壁上设有通孔;内填混凝土12为现场浇筑,混凝土强度等级在C20-C40之间,在浇注内芯前,在方钢管11内预埋高强螺栓7,螺栓的头部在通孔处伸出以便与水平贯通梁2的连接端板5相连。As shown in Figure 2, the CFST side column 1 is formed by filling the concrete 12 with the square steel pipe 11. The side length of the square steel pipe 11 is selected within 100-200mm according to the force requirement. There are through holes on the side wall of the steel pipe; the inner filling concrete 12 is cast on site, and the concrete strength grade is between C20-C40. Before the inner core is poured, high-strength bolts 7 are embedded in the square steel pipe 11, and the head of the bolt is in the through hole. The hole protrudes to connect with the connecting end plate 5 of the horizontal through beam 2 .

如图3、图4所示,水平贯通梁2为工字钢梁,在其两端固接有连板端板5,连板四角设有通孔,连板与水平贯通梁之间设有加劲肋板6;水平贯通梁以其端部连接端板采用螺栓与钢管混凝土边柱1紧固连接,该端板连接节点施工简单便捷,且具备一定转动刚度和弯矩承载能力,能够提供整体结构的抗侧抗震性能储备。As shown in Figure 3 and Figure 4, the horizontal through beam 2 is an I-beam beam, and connecting plate end plates 5 are fixedly connected at both ends of the horizontal through beam 2. The four corners of the connecting plate are provided with through holes, and between the connecting plate and the horizontal through beam The stiffening rib plate 6; the end plate of the horizontal through beam is fastened to the concrete-filled steel tube side column 1 by bolts. The lateral seismic performance reserve of the structure.

水平贯通梁2的上下两翼板上预留定位孔用于安装铰接立柱3,并在两翼板之间对应铰接立柱方钢管侧壁区域焊接有两对竖向加劲肋板8以保证竖向载荷的传递,保证整个骨架的强度。Positioning holes are reserved on the upper and lower wing plates of the horizontal through beam 2 for installing the hinged column 3, and two pairs of vertical stiffening rib plates 8 are welded between the two wing plates corresponding to the side wall area of the square steel pipe of the hinged column to ensure the protection of the vertical load. transfer to ensure the strength of the entire skeleton.

如图4所示,铰接立柱3由空心钢管31和两端连接端板32构成,铰接立柱主体空心钢管选用方钢,根据竖向承重受力需求其宽度在80-150mm之间选择,壁厚根据受力需求在4mm-12mm范围内选择;连接端板32与空心钢管31两端焊接,其四角设有安装孔,铰接立柱连接端板32通过多个螺栓33与水平贯通梁2 翼板相连。As shown in Figure 4, the hinged column 3 is composed of a hollow steel pipe 31 and connecting end plates 32 at both ends. The main hollow steel pipe of the hinged column is made of square steel, and its width is selected between 80-150mm according to the vertical load-bearing force requirements, and the wall thickness It can be selected within the range of 4mm-12mm according to the force requirements; the connecting end plate 32 is welded to both ends of the hollow steel pipe 31, and the four corners are provided with mounting holes, and the hinged column connecting end plate 32 is connected to the horizontal through beam 2 through a plurality of bolts 33. .

如图4、图5所示,抗侧单元4包括一对呈X型布置的斜拉杆。斜拉杆包括锚头41、张紧构件42、拉杆主体43和连接肋板44、张紧构件412和锚头413;拉杆主体43选用直径介于7mm-20mm之间的钢绞线、刚拉杆或螺纹钢筋,并在拉杆两端均安装锚头;张紧构件42选用花篮螺栓;安装时将两拉杆主体分置于花篮螺栓的两端,拉杆主体的另一端锚头与连接肋板销轴连接,安装完成后通过花篮螺栓实现张紧,一对斜拉杆呈X型交错布置,连接于结构内部部分相邻布置的铰接立柱或铰接立柱与钢管混凝土边柱之间。As shown in FIG. 4 and FIG. 5 , the anti-side unit 4 includes a pair of oblique stay rods arranged in an X-shape. The tie rod includes anchor head 41, tension member 42, tie rod main body 43 and connecting rib 44, tension member 412 and anchor head 413; Threaded steel bars are installed, and anchor heads are installed at both ends of the tie rod; the tension member 42 is made of flower basket bolts; during installation, the two tie rod bodies are placed at both ends of the turnbuckle bolts, and the other end of the tie rod body is connected with the connecting rib. After the installation is completed, the tension is realized by the turnbuckle bolts, and a pair of diagonal tie rods are arranged in an X-shaped staggered arrangement, and are connected to the hinged column or the hinged column and the concrete-filled steel tube side column arranged adjacent to the inner part of the structure.

如图5所示,在需要连接抗侧单元的铰接立柱两端焊有连接肋板,连接肋板与铰接立柱连接端板焊接。As shown in Figure 5, connecting ribs are welded at both ends of the hinged column to be connected to the anti-side unit, and the connecting ribs are welded with the connecting end plates of the hinged column.

体系中各部件均可在工厂内预制后在施工现场装配,各部件之间均为可拆卸连接,装配化程度较高,缩短施工周期,且可方便进行后期结构调整;另一方面通过X型交叉抗侧单元的设置实现承重和抗侧功能分离,钢管混凝土边柱和铰接立柱用于竖向承重,X型交叉抗侧单元提供主要结构抗侧;并且水平贯通梁与钢管混凝土边柱的连接节点可作为结构的抗侧功能储备;而且本实施例中各部件均采用市场上常见的小尺寸构件及刚拉杆等构件,可有效降低建造成本,且便于村镇及边远地区构件运输。All components in the system can be prefabricated in the factory and assembled on the construction site. All components are detachably connected. The degree of assembly is high, which shortens the construction period and facilitates later structural adjustment. The setting of the cross-side anti-side unit realizes the separation of load-bearing and anti-side functions, the CFST side column and the hinged column are used for vertical load-bearing, and the X-shaped cross-side anti-side unit provides the main structural side-resistance; and the connection between the horizontal through beam and the CFST side column The nodes can be used as the functional reserve of the structure against the side; and in this embodiment, all the components are made of small-sized components and rigid tie rods that are common in the market, which can effectively reduce the construction cost and facilitate the transportation of components in villages, towns and remote areas.

本方案实施时按照如下步骤进行,The implementation of this scheme is carried out according to the following steps:

第一步、预制各部件,The first step is to prefabricate the components.

a、预制钢管混凝土边柱和水平贯通梁,选定方钢管型号,选定工字钢梁型号,并在工字钢梁两端焊接连端板和加劲肋板,在设置铰接立柱位置焊接2对加劲肋板;a. Prefabricated CFST side columns and horizontal through beams, select the type of square steel pipe, select the type of I-beam beam, and weld end plates and stiffening rib plates at both ends of the I-beam beam, and weld 2 at the position where the hinged column is set. for stiffeners;

b、预制铰接立柱,选定空心钢管型号,并在空心钢管两端焊接连接端板;b. Prefabricated hinged columns, select the type of hollow steel pipe, and weld connecting end plates at both ends of the hollow steel pipe;

c、预制抗侧单元,将一对斜拉杆呈X型布置,并在斜拉杆的各外端设置锚头,拉杆内部连接入花篮螺栓。c. Prefabricated anti-side units, arrange a pair of diagonal stay rods in an X-shape, and set anchor heads at each outer end of the diagonal stay rods, and connect the inside of the tie rods with flower basket bolts.

第二步、将各预制件运输至施工场地。The second step is to transport the prefabricated parts to the construction site.

第三步、竖直布置各钢管混凝土边柱的方钢管,向方钢管内浇注混凝土并养护至初强度。The third step is to vertically arrange the square steel pipes of each CFST side column, pour concrete into the square steel pipes and maintain them to the initial strength.

第四步、吊装水平贯通梁,在钢管混凝土边柱上对应水平贯通梁安装位置处设置临时牛腿,将水平贯通梁可拆卸连接于钢管混凝土边柱之间形成主框架,现场水平贯通梁吊装就位后采用螺栓、螺母相配合拧紧即可。The fourth step is to hoist the horizontal through beams, set up temporary corbels on the CFST side columns corresponding to the installation positions of the horizontal through beams, detachably connect the horizontal through beams between the CFST side columns to form the main frame, and hoist the horizontal through beams on site After it is in place, it can be tightened with bolts and nuts.

第五步、将铰接立柱可拆卸连接在上、下水平贯通梁之间或水平贯通梁与地基之间;将铰接立柱吊装至预定位置,通过多个螺栓将铰接立柱连接端板与水平贯通梁翼缘板紧固连接。The fifth step is to detachably connect the hinged column between the upper and lower horizontal through beams or between the horizontal through beam and the foundation; hoist the hinged column to a predetermined position, and connect the hinged column to the end plate and the horizontal through beam flange plate through multiple bolts Tighten the connection.

第六步、在结构内部部分墙体区域的相邻铰接立柱之间,或铰接立柱与钢管混凝土边柱之间采用连接肋板和销轴式锚头连接X型交叉支撑抗侧单元,并通过张紧构件张紧。The sixth step is to connect the X-shaped cross-bracing anti-side units between the adjacent hinged columns in the inner part of the structure, or between the hinged columns and the concrete-filled steel tube side columns, using connecting rib plates and pin-type anchor heads, and pass The tensioning member is tensioned.

第七步:整体钢结构骨架施工完毕,在住宅墙体位置可采用装配式墙板或轻型砌块进行墙体填充。Step 7: After the construction of the overall steel structure skeleton is completed, prefabricated wall panels or light blocks can be used for wall filling at the residential wall position.

本优选实施例采用装配式施工方法进行安装,各部件构件之间可拆卸连接,安装快捷方便,且便于拆装维修和更换,且降低对于现场施工的要求,便于提高施工质量,本实施例还具有以下优点:This preferred embodiment adopts the prefabricated construction method for installation, and the components are detachably connected, so the installation is quick and convenient, and the disassembly, maintenance and replacement are convenient, and the requirements for on-site construction are reduced, which is convenient for improving the construction quality. Has the following advantages:

1、通过X型交叉抗侧单元的设置实现竖向承重和主要水平抗侧体系的分离,其中梁柱全螺栓节点与抗侧单元为该住宅钢结构提供双重抗侧保障。在正常使用状态及小震和中震时主要通过抗侧单元提供抗侧和抗震能力,钢管混凝土边柱和内部铰接立柱主要承受竖向荷载,因此体系中钢管混凝土边柱、内部铰接立柱均采用小截面构件,可在满足竖向承重受力要求下实现结构柱藏于墙体内的使用要求。1. The vertical load-bearing and the main horizontal anti-side system are separated through the setting of the X-shaped cross-side anti-side unit, in which the beam-column full-bolt joint and the anti-side unit provide double anti-side protection for the steel structure of the residence. In the normal use state and during small and medium earthquakes, the lateral and seismic capacity is mainly provided by the anti-side element. The CFST side column and the internal hinged column mainly bear vertical loads. Small section members can meet the requirements of the use of structural columns hidden in the wall while meeting the vertical load-bearing force requirements.

2、采用交叉柔性斜拉杆形成抗侧单元,为村镇住宅结构主要抗侧来源,其构成简单,选材方便,并能在不增加过多结构构件和用钢量条件下提供较大的抗侧刚度和抗震性能。且连接方式均为螺栓连接,且布局设置灵活,可在保证结构整体受力条件下根据需求调整支撑框架位置以在不改变住宅房屋整体结构的情况下对于房屋内部布局进行灵活调整。2. The anti-side unit is formed by cross-flexible inclined rods, which is the main source of anti-side of the village and town residential structure. Its structure is simple, the material selection is convenient, and it can provide greater anti-side stiffness without increasing too many structural members and steel consumption. and seismic performance. And the connection methods are all bolted connections, and the layout is flexible. The position of the support frame can be adjusted according to the needs under the condition of ensuring the overall stress of the structure, so as to flexibly adjust the internal layout of the house without changing the overall structure of the residential house.

3、各连接节点均为螺栓连接,可实现全装配化施工;钢管混凝土边柱与水平贯通梁采用带加劲肋的端板螺栓连接,可提供一定的节点刚度和抗弯能力,以作为整体结构抗侧性能储备,在大震作用下或铰接支撑框架发生破坏后作为第二道抗震防线。3. Each connection node is bolted, which can realize full-assembly construction; the CFST side column and the horizontal through beam are connected by end plate bolts with stiffeners, which can provide a certain stiffness and bending resistance of the nodes as a whole structure. The reserve of anti-side performance is used as the second anti-seismic line of defense under the action of a large earthquake or after the hinged support frame is damaged.

Claims (7)

1.一种低多层钢结构住宅体系,其特征在于:它包括钢管混凝土边柱、铰接立柱、水平贯通梁和X型交叉抗侧单元;1. a low-level multi-storey steel structure housing system, is characterized in that: it comprises concrete-filled steel tubular side columns, hinged columns, horizontal through beams and X-shaped cross-resisting side units; 各钢管混凝土边柱竖直布置,Each CFST side column is arranged vertically, 水平贯通梁包括边梁和中梁,边梁可拆卸连于相邻两钢管混凝土边柱之间,中梁连接于相邻两边梁之间;The horizontal through beams include side beams and middle beams, the side beams are detachably connected between two adjacent CFST side columns, and the middle beams are connected between adjacent two side beams; 铰接立柱竖直设置,两端分别与上方和下方的水平贯通梁可拆卸连接;The hinged column is arranged vertically, and the two ends are respectively connected with the upper and lower horizontal through beams detachably; X型交叉抗侧单元可拆卸连接于相邻铰接立柱之间或铰接立柱与边柱之间。The X-shaped cross anti-side unit is detachably connected between adjacent hinged columns or between hinged columns and side columns. 2.如权利要求1所述的低多层钢结构住宅体系,其特征在于:所述钢管混凝土边柱采用方钢管,方钢管内部填充混凝土,钢管混凝土边柱内预埋有高强螺栓,钢管混凝土边柱竖向贯通布置;所述水平贯通梁为工字钢梁,其上、下翼板上设有定位孔,工字钢梁的两端焊接连接端板,连接端板与上翼缘、下翼缘之间焊接加劲肋板;水平贯通梁以其端部的连接端板与钢管混凝土边柱之间通过预埋的高强螺栓配合螺母连接。2. The low-level multi-storey steel structure housing system as claimed in claim 1, characterized in that: the CFST side column adopts square steel pipe, the inside of the square steel pipe is filled with concrete, the CFST side column is pre-buried with high-strength bolts, and the steel pipe concrete The side pillars are arranged vertically through; the horizontal through beams are I-beam beams, and positioning holes are arranged on the upper and lower wing plates, and both ends of the I-beam beams are welded to connect end plates, which connect the end plates to the upper flange, The stiffening rib plates are welded between the lower flanges; the connecting end plates at the ends of the horizontal through beams and the concrete-filled steel tube side columns are connected by embedded high-strength bolts with nuts. 3.如权利要求2所述的低多层钢结构住宅体系,其特征在于:所述铰接立柱包括空心钢管与端板,端板焊接于方钢管柱两端;铰接立柱通过两端的端板分别于上、下侧的水平贯通梁相连。3. The low multi-storey steel structure housing system according to claim 2, wherein the hinged column comprises a hollow steel pipe and an end plate, and the end plates are welded on both ends of the square steel pipe column; the hinged column passes through the end plates at both ends respectively. Connected to the horizontal through beams on the upper and lower sides. 4.如权利要求3所述的低多层钢结构住宅体系,其特征在于:所述水平贯通梁的上、下翼板之间在设置所述铰接立柱位置处设有两对加劲肋板。4 . The low multi-storey steel structure housing system according to claim 3 , wherein two pairs of stiffening rib plates are arranged between the upper and lower wing plates of the horizontal through beam at the position where the hinged column is arranged. 5 . 5.如权利要求3所述的低多层钢结构住宅体系,其特征在于:所述X型交叉抗侧单元由一对X型交叉设置的斜拉杆组成,斜拉杆包括张紧构件和连接于张紧构件两端的拉杆主体,拉杆主体的外端设有锚头。5. The low multi-storey steel structure residential system according to claim 3, wherein the X-shaped cross-resisting side unit is composed of a pair of X-shaped cross-arranged diagonal braces, and the diagonal braces include tension members and are connected to The main body of the tie rod at both ends of the tension member, and the outer end of the main body of the tie rod is provided with an anchor head. 6.如权利要求5所述的低多层钢结构住宅体系,其特征在于:所述张紧构件为花篮螺栓,所述拉杆主体为钢绞线或螺纹钢。6 . The low-storey steel structure housing system according to claim 5 , wherein the tension member is a turnbuckle bolt, and the main body of the tie rod is a steel strand or a rebar. 7 . 7.如权利要求5所述的低多层钢结构住宅体系,其特征在于:所述X型交叉抗侧单元通过连接肋板与铰接立柱或钢管混凝土边柱相连,连接肋板上设有连接孔,连接肋板焊接于所述端板和所述铰接立柱之间,斜拉杆以其锚头与连接肋板通过销轴相连。7. The low multi-storey steel structure housing system according to claim 5, characterized in that: the X-shaped cross-resisting side unit is connected with the hinged column or the concrete-filled steel tube side column through the connecting rib, and the connecting rib is provided with a connection The connecting rib is welded between the end plate and the hinged column, and the tie rod is connected with the connecting rib through a pin shaft with its anchor head.
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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110439104A (en) * 2019-09-04 2019-11-12 中南大学 Low system of multi-floor steel structure residential building and its method of construction
CN112227798A (en) * 2020-09-17 2021-01-15 重庆三峡学院 Damping device for connecting joint of assembled concrete column and newly-added steel beam
CN113175255A (en) * 2021-04-07 2021-07-27 同济大学 Brick filling wood frame based on steel cable reinforced structure
CN116876371A (en) * 2023-09-04 2023-10-13 济宁市建设工程质量安全技术中心 Bridge support adjusting device and method for bridge construction

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110439104A (en) * 2019-09-04 2019-11-12 中南大学 Low system of multi-floor steel structure residential building and its method of construction
CN112227798A (en) * 2020-09-17 2021-01-15 重庆三峡学院 Damping device for connecting joint of assembled concrete column and newly-added steel beam
CN113175255A (en) * 2021-04-07 2021-07-27 同济大学 Brick filling wood frame based on steel cable reinforced structure
CN116876371A (en) * 2023-09-04 2023-10-13 济宁市建设工程质量安全技术中心 Bridge support adjusting device and method for bridge construction
CN116876371B (en) * 2023-09-04 2023-12-15 济宁市建设工程质量安全技术中心 Bridge support adjusting device and method for bridge construction

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