CN106284644A - A kind of residential architecture structural system being applicable to industrialized production and method of construction thereof - Google Patents
A kind of residential architecture structural system being applicable to industrialized production and method of construction thereof Download PDFInfo
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- CN106284644A CN106284644A CN201610886991.7A CN201610886991A CN106284644A CN 106284644 A CN106284644 A CN 106284644A CN 201610886991 A CN201610886991 A CN 201610886991A CN 106284644 A CN106284644 A CN 106284644A
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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
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B7/00—Roofs; Roof construction with regard to insulation
- E04B7/02—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs
- E04B7/04—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs supported by horizontal beams or the equivalent resting on the walls
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2406—Connection nodes
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2463—Connections to foundations
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B2001/2481—Details of wall panels
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
本发明公开了建筑结构设计技术领域的一种适用于工业化生产的居住建筑结构体系及其建造方法，包括两组垂直设置的预制钢立柱，所述工字钢梁顶部通过钢制连接件连接有承担斜式屋顶纵向负荷的屋顶纵梁，两组所述预制钢立柱之间所形成的空间活动连接有轻质条板墙体，本发明采用现场浇筑混凝土和预制构件相结合的方法，其中所涉及的预制构件结构简单，采用标准化设计和工业化生产，并在施工现场采用机械化的装配，能够满足工业生产的居住建筑结构的要求，并降低了预制构件的数量和工程建造的成本，提高建造效率，采用轻质条板墙体，减小了建筑的总体重量，且轻质条板墙体具有良好的保温效果，符合绿色建筑的节能要求。
The invention discloses a residential building structure system suitable for industrial production in the technical field of building structure design and a construction method thereof. The roof longitudinal beams bearing the longitudinal load of the sloped roof, and the space formed between the two groups of prefabricated steel columns are connected with light-weight slat walls. The prefabricated components involved are simple in structure, adopt standardized design and industrialized production, and adopt mechanized assembly at the construction site, which can meet the requirements of industrially produced residential building structures, reduce the number of prefabricated components and the cost of engineering construction, and improve construction efficiency. , the use of lightweight slatted walls reduces the overall weight of the building, and the lightweight slatted walls have a good thermal insulation effect and meet the energy-saving requirements of green buildings.
Description
技术领域technical field
本发明涉及建筑结构设计技术领域，具体为一种适用于工业化生产的居住建筑结构体系及其建造方法。The invention relates to the technical field of building structure design, in particular to a residential building structure system suitable for industrial production and a construction method thereof.
背景技术Background technique
传统的居住建筑结构体系主要有剪力墙结构、框架结构、异形柱框架结构等，其各自具有优缺点：Traditional residential building structure systems mainly include shear wall structure, frame structure, special-shaped column frame structure, etc., each of which has its own advantages and disadvantages:
剪力墙结构最为普遍，一般适用于小高层及高层住宅，其优点是：宜于居住，实用性广，适用于建筑房型的多样化；缺点是：剪力墙结构不适于工业化建造，其设计未实现标准化，预制构件品种繁多，未实现工业化生产，施工复杂，机械化程度较低；框架结构在居住建筑中使用较少，主要是由于框架柱截面较建筑墙体厚度大，影响建筑使用功能，不适宜居民的居住，但是框架结构适合大批量的工业化生产使用；异形柱框架结构，能够弥补普通的框架结构的缺陷，但是异形柱抗侧性能差，其建筑高度受到限制。The shear wall structure is the most common, and is generally suitable for small high-rise and high-rise residential buildings. Its advantages are: suitable for living, wide practicability, and suitable for diversification of building types; the disadvantage is: the shear wall structure is not suitable for industrial construction, and its design Standardization has not been achieved, there are many types of prefabricated components, industrial production has not been realized, construction is complicated, and the degree of mechanization is low; frame structures are rarely used in residential buildings, mainly because the section of frame columns is thicker than the thickness of building walls, which affects the use of buildings. It is not suitable for residents to live in, but the frame structure is suitable for large-scale industrial production; the special-shaped column frame structure can make up for the defects of ordinary frame structures, but the special-shaped column has poor lateral resistance and its building height is limited.
目前还没有一套能够充分适用于工业化生产的居住建筑结构体系能够解决上述背景中提高的各种缺陷，没有形成预制构件的标准化设计、工业化生产以及现场机械化装配，为此，我们提出了一种适用于工业化生产的居住建筑结构体系及其建造方法投入使用。At present, there is no residential building structure system that can be fully applied to industrial production to solve the various defects raised in the above background, and there is no standardized design, industrial production and on-site mechanized assembly of prefabricated components. Therefore, we propose a The residential building structure system and its construction method suitable for industrialized production have been put into use.
发明内容Contents of the invention
本发明的目的在于提供一种适用于工业化生产的居住建筑结构体系及其建造方法，以解决上述背景技术中提出的没有形成预制构件的标准化设计、工业化生产以及现场机械化装配的问题。The purpose of the present invention is to provide a residential building structure system suitable for industrial production and its construction method, so as to solve the problems of standardized design, industrial production and on-site mechanized assembly without prefabricated components proposed in the above background technology.
为实现上述目的，本发明提供如下技术方案：一种适用于工业化生产的居住建筑结构体系，包括两组垂直设置的预制钢立柱，两组所述预制钢立柱之间连接有工字钢梁，所述工字钢梁顶部通过钢制连接件连接有承担斜式屋顶纵向负荷的屋顶纵梁，所述屋顶纵梁的圆周表面通过三组钢制连接件与斜式屋顶相连，两组所述预制钢立柱之间所形成的空间活动连接有轻质条板墙体。In order to achieve the above object, the present invention provides the following technical solutions: a residential building structure system suitable for industrial production, including two sets of vertically arranged prefabricated steel columns, and I-shaped steel beams are connected between the two groups of prefabricated steel columns, The top of the I-shaped steel beam is connected with a roof stringer bearing the longitudinal load of the sloping roof through steel connectors, and the circumferential surface of the roof stringer is connected with the sloping roof through three sets of steel connectors. The spaces created between the prefabricated steel columns are flexibly connected with lightweight slatted walls.
优选的，两组所述预制钢立柱的端部均开有连接槽，所述工字钢梁的左右两端设有与连接槽相适配的钢梁连接节点，所述工字钢梁通过钢梁连接节点搭接在连接槽上。Preferably, the ends of the two groups of prefabricated steel columns are provided with connection grooves, and the left and right ends of the I-shaped steel beams are provided with steel beam connection nodes that are compatible with the connection grooves, and the I-shaped steel beams pass through The steel beam connection nodes are lapped on the connection grooves.
优选的，所述工字钢梁的上横梁左右两端处设有与斜式屋顶相适配的斜式连接节点。Preferably, the left and right ends of the upper beam of the I-beam are provided with oblique connection nodes suitable for the oblique roof.
优选的，所述预制钢立柱的底端套接有设置在地表的预制钢筋混凝土连接块，且预制钢立柱与预制钢筋混凝土连接块之间通过紧固地脚螺栓连接，所述预制钢筋混凝土连接块底部连接有预埋在地下的预埋套筒。Preferably, the bottom end of the prefabricated steel column is sleeved with a prefabricated reinforced concrete connection block arranged on the ground, and the prefabricated steel column and the prefabricated reinforced concrete connection block are connected by fastening anchor bolts, and the prefabricated reinforced concrete connection The bottom of the block is connected with a pre-buried sleeve embedded in the ground.
优选的，所述预埋套筒的顶端与地表位于同一水平面。Preferably, the top end of the embedded sleeve is at the same level as the ground surface.
优选的，所述工字钢梁与轻质条板墙体相连接处设有两组L形连接卡扣，且L形连接卡扣位于轻质条板墙体的左右两端，两组所述L形连接卡扣之间设有岩棉填充部。Preferably, two sets of L-shaped connecting buckles are provided at the connection between the I-beam and the light-weight batten wall, and the L-shaped connecting buckles are located at the left and right ends of the light-weight batten wall. A rock wool filling part is provided between the L-shaped connecting buckles.
优选的，该适用于工业化生产的居住建筑结构体系建造方法具体步骤如下：Preferably, the specific steps of the construction method of the residential building structural system suitable for industrialized production are as follows:
S1：首先将建筑用地整平后，把预埋套筒放置在地表上挖出的坑洞内，并在预埋套筒内部纵横交错的绑上钢筋，然后浇筑混凝土，并将预制钢筋混凝土连接块固定在预埋套筒上；S1: First, after leveling the building site, place the pre-embedded sleeve in the pit dug on the ground surface, and criss-cross the inside of the embedded sleeve to tie steel bars, then pour concrete, and connect the prefabricated reinforced concrete The block is fixed on the embedded sleeve;
S2：将预制钢立柱通过紧固地脚螺栓固定在预制钢筋混凝土连接块上，并在两组预制钢立柱之间搭接工字钢梁；S2: Fix the prefabricated steel columns on the prefabricated reinforced concrete connection blocks by fastening the anchor bolts, and lap the I-shaped steel beams between the two groups of prefabricated steel columns;
S3：在工字钢梁上横梁顶部焊接钢制连接件，使钢制连接件的顶部与屋顶纵梁相接；S3: Weld the steel connecting piece on the top of the beam on the I-beam, so that the top of the steel connecting piece is connected to the roof longitudinal beam;
S4：将斜式屋顶安装在工字钢梁左右两端的斜式连接节点上，其中在斜式屋顶与工字钢梁相接处使用角钢焊接进行固定；S4: Install the sloping roof on the sloping connection nodes at the left and right ends of the I-beam, and use angle steel welding to fix the joint between the sloping roof and the I-beam;
S5：选择合适长度的钢制连接件，并将钢制连接件通过焊接固定在屋顶纵梁的圆周表面上，使钢制连接件的另一端与斜式屋顶相接触，起到支撑斜式屋顶的作用。S5: Select a steel connecting piece of appropriate length, and fix the steel connecting piece on the circumferential surface of the roof stringer by welding, so that the other end of the steel connecting piece is in contact with the sloping roof to support the sloping roof role.
与现有技术相比，本发明的有益效果是：本发明采用现场浇筑混凝土和预制构件相结合的方法，其中所涉及的预制构件结构简单，采用标准化设计和工业化生产，并在施工现场采用机械化的装配，能够满足工业生产的居住建筑结构的要求，并降低了预制构件的数量和工程建造的成本，提高建造效率，其中本发明采用预埋套管和预制钢筋混凝土连接块的设计，能够大大增强该建筑的牢固度，采用轻质条板墙体，减小了建筑的总体重量，且轻质条板墙体具有良好的保温效果，符合绿色建筑的节能要求。Compared with the prior art, the beneficial effects of the present invention are: the present invention adopts the method of combining cast-in-place concrete and prefabricated components, wherein the prefabricated components involved are simple in structure, adopt standardized design and industrialized production, and adopt mechanized construction at the construction site The assembly can meet the requirements of residential building structures for industrial production, reduce the number of prefabricated components and the cost of engineering construction, and improve construction efficiency. The firmness of the building is enhanced, and the overall weight of the building is reduced by using light-weight batten walls, and the light-weight batten walls have a good thermal insulation effect, which meets the energy-saving requirements of green buildings.
附图说明Description of drawings
图1为本发明结构示意图；Fig. 1 is a structural representation of the present invention;
图2为本发明爆炸图；Fig. 2 is an explosion diagram of the present invention;
图3为本发明预制钢立柱固定结构示意图；Fig. 3 is the schematic diagram of the fixing structure of the prefabricated steel column of the present invention;
图4为本发明A部结构放大图。Fig. 4 is an enlarged view of the structure of part A of the present invention.
图中：1预制钢立柱、11连接槽、12预制钢筋混凝土连接块、13预埋套筒、14紧固地脚螺栓、2工字钢梁、21钢梁连接节点、22斜式连接节点、3钢制连接件、4屋顶纵梁、5斜式屋顶、6轻质条板墙体、7L形连接卡扣、8岩棉填充部。In the figure: 1 prefabricated steel column, 11 connection groove, 12 prefabricated reinforced concrete connection block, 13 embedded sleeve, 14 fastening anchor bolt, 2 I-shaped steel beam, 21 steel beam connection node, 22 oblique connection node, 3 steel connectors, 4 roof stringers, 5 sloping roofs, 6 lightweight slatted walls, 7 L-shaped connection buckles, 8 rock wool filling parts.
具体实施方式detailed description
下面将结合本发明实施例中的附图，对本发明实施例中的技术方案进行清楚、完整地描述，显然，所描述的实施例仅仅是本发明一部分实施例，而不是全部的实施例。基于本发明中的实施例，本领域普通技术人员在没有做出创造性劳动前提下所获得的所有其他实施例，都属于本发明保护的范围。The following will clearly and completely describe the technical solutions in the embodiments of the present invention with reference to the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only some, not all, embodiments of the present invention. Based on the embodiments of the present invention, all other embodiments obtained by persons of ordinary skill in the art without making creative efforts belong to the protection scope of the present invention.
请参阅图1-4，本发明提供一种技术方案：一种适用于工业化生产的居住建筑结构体系，包括两组垂直设置的预制钢立柱1，两组所述预制钢立柱1之间连接有工字钢梁2，所述工字钢梁2顶部通过钢制连接件3连接有承担斜式屋顶5纵向负荷的屋顶纵梁4，所述屋顶纵梁4的圆周表面通过三组钢制连接件3与斜式屋顶5相连，两组所述预制钢立柱1之间所形成的空间活动连接有轻质条板墙体6。Please refer to Figures 1-4, the present invention provides a technical solution: a residential building structure system suitable for industrial production, including two sets of vertically arranged prefabricated steel columns 1, and the two groups of prefabricated steel columns 1 are connected with I-shaped steel beam 2, the top of the I-shaped steel beam 2 is connected with a roof stringer 4 bearing the longitudinal load of the sloped roof 5 through a steel connector 3, and the circumferential surface of the roof stringer 4 is connected by three sets of steel The component 3 is connected with the sloping roof 5, and the space formed between the two groups of prefabricated steel columns 1 is flexibly connected with a light strip wall 6.
其中，两组所述预制钢立柱1的端部均开有连接槽11，所述工字钢梁2的左右两端设有与连接槽11相适配的钢梁连接节点21，所述工字钢梁2通过钢梁连接节点21搭接在连接槽11上，所述工字钢梁2的上横梁左右两端处设有与斜式屋顶5相适配的斜式连接节点22，所述预制钢立柱1的底端套接有设置在地表的预制钢筋混凝土连接块12，且预制钢立柱1与预制钢筋混凝土连接块12之间通过紧固地脚螺栓14连接，所述预制钢筋混凝土连接块12底部连接有预埋在地下的预埋套筒13，采用预埋套管13和预制钢筋混凝土连接块12的结构，能够大大增加该建筑的牢固度，所述预埋套筒13的顶端与地表位于同一水平面，所述工字钢梁2与轻质条板墙体6相连接处设有两组L形连接卡扣7，且L形连接卡扣7位于轻质条板墙体6的左右两端，两组所述L形连接卡扣7之间设有岩棉填充部8。Wherein, the ends of the prefabricated steel columns 1 of the two groups are all provided with connection grooves 11, and the left and right ends of the I-shaped steel beams 2 are provided with steel beam connection nodes 21 adapted to the connection grooves 11. The steel beam 2 is lapped on the connecting groove 11 through the steel beam connecting node 21, and the left and right ends of the upper beam of the I-shaped steel beam 2 are provided with inclined connecting nodes 22 that are compatible with the inclined roof 5. The bottom end of the prefabricated steel column 1 is sleeved with a prefabricated reinforced concrete connection block 12 arranged on the ground, and the prefabricated steel column 1 and the prefabricated reinforced concrete connection block 12 are connected by fastening anchor bolts 14. The prefabricated reinforced concrete The bottom of the connection block 12 is connected with a pre-embedded sleeve 13 embedded in the ground. The structure of the embedded sleeve 13 and the prefabricated reinforced concrete connection block 12 can greatly increase the firmness of the building. The embedded sleeve 13 The top is at the same level as the ground surface, and two sets of L-shaped connecting buckles 7 are provided at the connection between the I-beam 2 and the light-weight slatted wall 6, and the L-shaped connecting buckles 7 are located on the light-weight slatted wall. At the left and right ends of 6, a rock wool filling part 8 is provided between the two sets of L-shaped connecting buckles 7.
该适用于工业化生产的居住建筑结构体系建造方法具体步骤如下：The specific steps of the construction method of the residential building structure system suitable for industrialized production are as follows:
S1：首先将建筑用地整平后，把预埋套筒13放置在地表上挖出的坑洞内，并在预埋套筒13内部纵横交错的绑上钢筋，然后浇筑混凝土，并将预制钢筋混凝土连接块12固定在预埋套筒13上；S1: First, after leveling the construction site, place the pre-embedded sleeve 13 in the pit dug on the ground surface, and criss-cross the inside of the pre-embedded sleeve 13 to tie steel bars, then pour concrete, and place the prefabricated steel bars The concrete connection block 12 is fixed on the embedded sleeve 13;
S2：将预制钢立柱1通过紧固地脚螺栓14固定在预制钢筋混凝土连接块12上，并在两组预制钢立柱1之间搭接工字钢梁2；S2: Fix the prefabricated steel column 1 on the prefabricated reinforced concrete connection block 12 by fastening the anchor bolts 14, and lap the I-shaped steel beam 2 between the two groups of prefabricated steel columns 1;
S3：在工字钢梁2上横梁顶部焊接钢制连接件3，使钢制连接件3的顶部与屋顶纵梁4相接；S3: Weld the steel connecting piece 3 on the top of the upper beam of the I-beam 2, so that the top of the steel connecting piece 3 is connected to the roof longitudinal beam 4;
S4：将斜式屋顶5安装在工字钢梁2左右两端的斜式连接节点22上，其中在斜式屋顶5与工字钢梁2相接处使用角钢焊接进行固定；S4: install the sloped roof 5 on the sloped connection nodes 22 at the left and right ends of the I-beam 2, wherein the joints between the sloped roof 5 and the I-beam 2 are fixed by angle steel welding;
S5：选择合适长度的钢制连接件3，并将钢制连接件3通过焊接固定在屋顶纵梁4的圆周表面上，使钢制连接件3的另一端与斜式屋顶5相接触，起到支撑斜式屋顶5的作用。S5: Select a steel connecting piece 3 of appropriate length, and fix the steel connecting piece 3 on the circumferential surface of the roof stringer 4 by welding, so that the other end of the steel connecting piece 3 is in contact with the sloping roof 5, and To support the role of pitched roof 5.
尽管已经示出和描述了本发明的实施例，对于本领域的普通技术人员而言，可以理解在不脱离本发明的原理和精神的情况下可以对这些实施例进行多种变化、修改、替换和变型，本发明的范围由所附权利要求及其等同物限定。Although the embodiments of the present invention have been shown and described, those skilled in the art can understand that various changes, modifications and substitutions can be made to these embodiments without departing from the principle and spirit of the present invention. and modifications, the scope of the invention is defined by the appended claims and their equivalents.
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