CN110629885A - A prefabricated light steel structure house - Google Patents
A prefabricated light steel structure house Download PDFInfo
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- CN110629885A CN110629885A CN201911001021.4A CN201911001021A CN110629885A CN 110629885 A CN110629885 A CN 110629885A CN 201911001021 A CN201911001021 A CN 201911001021A CN 110629885 A CN110629885 A CN 110629885A
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 69
- 239000010959 steel Substances 0.000 title claims abstract description 69
- 239000003351 stiffener Substances 0.000 claims abstract description 50
- 238000009413 insulation Methods 0.000 claims description 20
- 239000002131 composite material Substances 0.000 claims description 3
- 239000012774 insulation material Substances 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 21
- 238000009434 installation Methods 0.000 abstract description 6
- 238000010079 rubber tapping Methods 0.000 description 12
- 238000000034 method Methods 0.000 description 3
- 238000005260 corrosion Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- CBENFWSGALASAD-UHFFFAOYSA-N Ozone Chemical compound [O-][O+]=O CBENFWSGALASAD-UHFFFAOYSA-N 0.000 description 1
- 239000004793 Polystyrene Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 229910052918 calcium silicate Inorganic materials 0.000 description 1
- 239000000378 calcium silicate Substances 0.000 description 1
- OYACROKNLOSFPA-UHFFFAOYSA-N calcium;dioxido(oxo)silane Chemical compound [Ca+2].[O-][Si]([O-])=O OYACROKNLOSFPA-UHFFFAOYSA-N 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 239000003000 extruded plastic Substances 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 229920002223 polystyrene Polymers 0.000 description 1
- 229920006327 polystyrene foam Polymers 0.000 description 1
- 229920002635 polyurethane Polymers 0.000 description 1
- 239000004814 polyurethane Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
- E04B1/34321—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts mainly constituted by panels
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
- E04B1/34326—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts mainly constituted by longitudinal elements
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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
- E04B1/38—Connections for building structures in general
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- Building Environments (AREA)
Abstract
一种装配式轻钢结构房屋,轻钢结构房屋包括地基基础、墙板、楼板、屋顶架和连接房屋主体结构的连接构件,所述连接构件包括条形抗拔件、加劲件、导梁和檩条;所述地基基础上设置导梁,一层墙板通过导梁固定在地基基础上;条形抗拔件设置在墙板的端部,垂直相交的两个墙板由加劲件连接,墙板顶端架设檩条,檩条上铺设楼板;所述墙板和楼板相互拼接搭建成房屋主体,顶层墙板上架设屋顶架,形成房屋结构。本发明通过规范地基基础和墙板、墙板和楼板、墙板和屋顶架及墙板之间的连接构件形式,形成完整的轻钢结构房屋的连接结构体系,提高现场施工的安装效率,提升建筑的整体质量。
A prefabricated light steel structure house. The light steel structure house includes a foundation, wall panels, floor slabs, roof frames and connecting members connecting the main structure of the house. The connecting members include strip-shaped pull-out parts, stiffeners, guide beams and Purlins; guide beams are set on the foundation, and a layer of wall panels are fixed on the foundation through the guide beams; strip-shaped pullout parts are arranged at the ends of the wall panels, and the two vertically intersecting wall panels are connected by stiffeners. Purlins are erected on the top of the slabs, and floor slabs are laid on the purlins; the wall panels and floor slabs are spliced with each other to form the main body of the house, and roof frames are erected on the top wall panels to form the house structure. The present invention forms a complete connection structure system of light steel structure houses by standardizing the form of connecting components between the foundation and wall panels, wall panels and floor panels, wall panels and roof frames, and wall panels, improving the installation efficiency of on-site construction, and improving The overall quality of the building.
Description
技术领域technical field
本发明涉及建筑结构工程技术领域,特别是一种装配式的轻钢结构房屋。The invention relates to the technical field of building structure engineering, in particular to an assembled light steel structure house.
背景技术Background technique
轻钢结构是一种以薄壁型钢构件作为结构主体的建筑形式,由于其具有装配程度高、强度自重比优越、绿色环保等优势,得到国家政策的大力支持和建筑行业的广泛认可和接受。轻钢结构中屋面檩条、梁柱、门窗、墙板、楼板等主体结构是以薄壁型钢制成,由于规格统一,一般主体结构在工厂预制,再根据设计要求现场拼装成形式各样的建筑。是一种减少环境污染、提高施工效率的新型装配式建筑体系,被广泛应用于荷载相对较小的别墅、仓库、娱乐场所等低层或多层建筑中。Light steel structure is a building form with thin-walled steel components as the main structure. Due to its advantages of high assembly degree, superior strength to weight ratio, and environmental protection, it has been strongly supported by national policies and widely recognized and accepted by the construction industry. The main structure of the light steel structure, such as roof purlins, beams, doors and windows, wall panels, and floor slabs, is made of thin-walled steel. Due to the uniform specifications, the general main structure is prefabricated in the factory, and then assembled into various forms of buildings on site according to design requirements. . It is a new type of prefabricated building system that reduces environmental pollution and improves construction efficiency. It is widely used in low-rise or multi-storey buildings with relatively small loads such as villas, warehouses, and entertainment venues.
轻钢结构房屋中预制的墙板、楼板与梁、柱等结构通常需要连接构件进行连接,但是各种连接构件不仅形式多样、尺寸不一,而且数量众多,极易对现场施工造成困难。同时薄壁型钢的建筑体系没有统一的科学的施工规范,各建筑及生产单位往往根据自身特点制定自己企业的施工规范,容易造成施工随意性强、建筑质量不一的状况,制约产业进一步发展。Prefabricated wall panels, floor slabs, beams, columns and other structures in light steel structure houses usually require connecting components to connect, but various connecting components not only have various forms and sizes, but also are numerous, which can easily cause difficulties for on-site construction. At the same time, there is no unified and scientific construction specification for the thin-walled steel building system. Each building and production unit often formulates its own construction specification according to its own characteristics, which may easily lead to a situation of strong randomness in construction and inconsistent construction quality, which restricts the further development of the industry.
发明内容Contents of the invention
本发明所要解决的技术问题是克服已有技术之缺陷,提供一种装配式轻钢结构房屋,通过建立一整套完整、科学的连接构件体系及施工流程,提高现场施工的安装效率,提升建筑的整体质量。The technical problem to be solved by the present invention is to overcome the defects of the existing technology and provide a prefabricated light steel structure building. By establishing a complete set of scientific connection component system and construction process, the installation efficiency of on-site construction can be improved, and the construction efficiency can be improved. overall quality.
本发明所述技术问题是以下述技术方案实现的:Technical problem described in the present invention is realized with following technical scheme:
一种装配式轻钢结构房屋,轻钢结构房屋包括地基基础、墙板、楼板、屋顶架和连接房屋主体结构的连接构件,所述墙板是复合预制板材,墙板顶部和底部设置边框,墙板端部和墙板内分布若干龙骨,龙骨为两个相对设置的C型钢,边框和端部的龙骨形成的墙体内填充保温材料形成保温层;所述连接构件包括条形抗拔件、加劲件、导梁和檩条;所述地基基础上设置导梁,一层墙板通过导梁固定在地基基础上;条形抗拔件设置在墙板的端部,垂直相交的两个墙板由加劲件连接,墙板顶端架设檩条,檩条上铺设楼板;所述墙板和楼板相互拼接搭建成房屋主体,顶层墙板上架设屋顶架,形成房屋结构。A prefabricated light steel structure house. The light steel structure house includes a foundation, wall panels, floor slabs, roof trusses and connecting members connecting the main structure of the house. The wall panels are composite prefabricated panels, and frames are set on the top and bottom of the wall panels. A number of keels are distributed at the end of the wall panel and inside the wall panel. The keels are two oppositely arranged C-shaped steels. The wall formed by the frame and the keels at the end is filled with thermal insulation materials to form an insulation layer; the connecting members include strip-shaped pull-out parts , stiffeners, guide beams and purlins; guide beams are set on the foundation, and a layer of wall panels are fixed on the foundation through guide beams; The boards are connected by stiffeners, purlins are erected on the top of the wall boards, and floor slabs are laid on the purlins; the wall boards and floor boards are spliced to form the main body of the house, and the roof frame is erected on the top wall board to form the house structure.
上述装配式轻钢结构房屋,所述导梁包括底导梁和H形导梁,所述地基基础上铺设底导梁,底导梁为U形槽钢;一层墙板的底端固定在底导梁内,一层墙板的顶端设置H形导梁,所述H形导梁横截面的形状为H形,上层墙板设置在H形导梁上部的槽内。In the above prefabricated light steel structure house, the guide beam includes a bottom guide beam and an H-shaped guide beam, and the bottom guide beam is laid on the foundation foundation, and the bottom guide beam is U-shaped channel steel; In the bottom guide beam, an H-shaped guide beam is arranged on the top of a layer of wallboards, the shape of the cross-section of the H-shaped guide beam is H-shaped, and the upper wallboard is arranged in the groove on the upper part of the H-shaped guide beam.
上述装配式轻钢结构房屋,所述条形抗拔件包括扣板和设置在扣板内侧的衬板,扣板为U形;一层的条形抗拔件的下部固定在地基基础内,上部扣合在墙板的端部;上层的条形抗拔件分别扣合在下层墙板的上端和上层墙板的下端;所述衬板扣合在端部龙骨的外侧,衬板抵接在龙骨的两个C型钢之间。In the above-mentioned prefabricated light steel structure house, the strip-shaped pull-out parts include gussets and lining plates arranged inside the gussets, and the gussets are U-shaped; the lower part of the strip-shaped pull-out parts on the first floor is fixed in the foundation, The upper part is fastened to the end of the wallboard; the strip-shaped anti-pullout parts of the upper layer are respectively fastened to the upper end of the lower wallboard and the lower end of the upper wallboard; the lining board is fastened to the outside of the end keel, and the lining board abuts Between the two C-shaped steels of the keel.
上述装配式轻钢结构房屋,所述加劲件包括L形加劲件,垂直相交的墙板连接处由多组龙骨组成龙骨柱;龙骨柱的内侧或/和外侧设置L形加劲件;L形加劲件为角钢制成,L形加劲件与垂直相交的两个墙板固定连接。In the above-mentioned prefabricated light steel structure house, the stiffeners include L-shaped stiffeners, and the joints of vertically intersecting wall panels are composed of multiple sets of keels to form keel columns; L-shaped stiffeners are arranged on the inside or/and outside of the keel columns; L-shaped stiffeners The piece is made of angle steel, and the L-shaped stiffener is fixedly connected with two vertically intersecting wall panels.
上述装配式轻钢结构房屋,所述加劲件为U形加劲件,墙板的龙骨外侧固定U形加劲件,U形加劲件的U形槽内固定垂直相交墙板的端部龙骨;所述U形加劲件为槽钢,槽钢腹板的宽度大于龙骨的宽度。In the above prefabricated light steel structure house, the stiffener is a U-shaped stiffener, the U-shaped stiffener is fixed outside the keel of the wall panel, and the end keel of the vertical intersecting wall panel is fixed in the U-shaped groove of the U-shaped stiffener; The U-shaped stiffener is channel steel, and the width of the channel steel web is greater than the width of the keel.
上述装配式轻钢结构房屋,所述墙板立面的端部设置卡接机构,所述卡接机构包括相互配合的卡扣和卡槽,卡扣和卡槽分别设置在墙板的两端;卡扣中间填充有保温层,卡扣的高度为100-200mm。In the above prefabricated light steel structure house, the end of the wall panel facade is provided with a snap-in mechanism, and the snap-in mechanism includes a buckle and a slot that cooperate with each other, and the buckle and the slot are respectively arranged at both ends of the wall panel ;The middle of the buckle is filled with an insulation layer, and the height of the buckle is 100-200mm.
上述装配式轻钢结构房屋,所述卡扣包括凸部和延伸部,延伸部连接凸部和墙板端部龙骨的翼板外侧,凸部横截面的形状为扇形,扇形的圆心角为110°-140°;凸部相背设置,凸部相对的一面设有弯钩;所述卡槽的凹槽形状和凸部的形状相配合。In the above-mentioned prefabricated light steel structure house, the buckle includes a convex part and an extension part, the extension part connects the convex part and the outer side of the wing plate of the keel at the end of the wall panel, the shape of the cross section of the convex part is fan-shaped, and the central angle of the fan shape is 110° °-140°; the convex parts are set opposite to each other, and the opposite side of the convex part is provided with a hook; the shape of the groove of the card slot matches the shape of the convex part.
本发明通过规范地基基础和墙板、墙板和楼板、墙板和屋顶架及墙板之间的连接构件形式,形成完整的轻钢结构房屋的连接结构体系,终结了目前普遍存在的施工粗放、没有工艺标准的历史,简化了安装流程、提高房屋的建造质量。The present invention forms a complete connection structure system of light steel structure houses by standardizing the form of connecting components between the foundation and wall panels, wall panels and floor slabs, wall panels and roof frames, and wall panels, and ends the current extensive construction , There is no history of workmanship standards, which simplifies the installation process and improves the construction quality of the house.
地基基础和墙板通过条形抗拔件连接;垂直相交的墙板由加劲件固接,墙板和檩条之间通过H形导梁和挂件固定。多种形式的连接构件为施工现场提供了快速连接节点,仅使用射钉枪进行装配,简单方便,符合发展装配式建筑的产业要求。The foundation and the wall panels are connected by strip-shaped pull-out parts; the vertically intersecting wall panels are fixed by stiffeners, and the wall panels and purlins are fixed by H-shaped guide beams and hangers. Various forms of connecting components provide quick connection nodes for the construction site, and only use a nail gun for assembly, which is simple and convenient, and meets the industrial requirements for the development of prefabricated buildings.
墙板间的卡接机构中的卡扣和卡槽相互配合,连接牢固可靠,在保证墙表面平整的情况下增强了墙体的整体性和连接强度,使墙体能有效传递所受到的平面剪切力,提高了房屋应对形变的能力。同时缩短安装时间、减轻施工强度,减少螺栓和自攻钉的数量,降低安装成本。The snaps and slots in the clipping mechanism between the wall panels cooperate with each other, and the connection is firm and reliable, which enhances the integrity and connection strength of the wall while ensuring the smoothness of the wall surface, so that the wall can effectively transmit the received plane. Shear force, which improves the ability of the house to cope with deformation. At the same time, the installation time is shortened, the construction strength is reduced, the number of bolts and self-tapping screws is reduced, and the installation cost is reduced.
附图说明Description of drawings
图1是本发明的结构示意图;Fig. 1 is a structural representation of the present invention;
图2是本发明地基基础和墙板及墙板间的连接示意图;Fig. 2 is the schematic diagram of the connection between the foundation of the present invention and the wallboard and the wallboard;
图3是本发明条形抗拔件与墙板连接的局部放大图;Fig. 3 is a partial enlarged view of the connection between the bar-shaped pullout member and the wallboard of the present invention;
图4是本发明角墙板和T字形墙板的连接结构示意图;Fig. 4 is the connection structure schematic diagram of corner wall panel and T-shaped wall panel of the present invention;
图5是本发明T字形墙板另一实施方式的结构示意图;Fig. 5 is a schematic structural view of another embodiment of a T-shaped wallboard of the present invention;
图6是本发明角墙板和檩条连接的结构示意图;Fig. 6 is the structural representation of corner wall panel and purlin connection of the present invention;
图7是本发明墙板卡接机构的结构示意图;Fig. 7 is a schematic structural view of the wallboard clamping mechanism of the present invention;
图8是本发明卡接机构的A-A剖视图;Fig. 8 is an A-A sectional view of the clamping mechanism of the present invention;
图9是本发明楼层间结构的局部放大图。Fig. 9 is a partially enlarged view of the inter-floor structure of the present invention.
图中各标号清单为:1、地基基础,2、墙板,3、楼板,4、屋顶架,5、檩条,6、保温隔音层,7、吊顶,8、H形导梁,9、底导梁,10、条形抗拔件,101、扣板,102、衬板,11、边框,12、龙骨,13、混凝土层,14、压型钢板,15、挂板,16、卡接机构,161、卡扣,162、卡槽,17、保温层,18、装饰面板,19、L形加劲件,20、U形加劲件。The list of labels in the figure is: 1. Foundation, 2. Wall panel, 3. Floor slab, 4. Roof frame, 5. Purlin, 6. Thermal insulation and sound insulation layer, 7. Suspended ceiling, 8. H-shaped guide beam, 9. Bottom Guide beam, 10, strip-shaped pull-out parts, 101, gusset plate, 102, lining plate, 11, frame, 12, keel, 13, concrete layer, 14, profiled steel plate, 15, hanging plate, 16, clamping mechanism , 161, buckle, 162, card slot, 17, insulation layer, 18, decorative panel, 19, L-shaped stiffener, 20, U-shaped stiffener.
具体实施方式Detailed ways
下面结合附图对本发明作进一步详细说明。The present invention will be described in further detail below in conjunction with the accompanying drawings.
如图1所示,本发明包括地基基础1、墙板2、楼板3、屋顶架4和连接房屋主体结构的连接构件,所述连接构件包括条形抗拔件10、加劲件、导梁、挂板和檩条5。轻钢结构可用于建造多层建筑,所述地基基础1上设置导梁,墙板2固定在导梁和地基基础上;垂直相交的墙板由加劲件连接,墙板顶端架设檩条5,檩条上铺设楼板3;所述墙板2和楼板3相互拼接搭建成房屋主体,顶层墙板上架设屋顶架4,从而完成房屋的搭建。As shown in Fig. 1, the present invention comprises foundation foundation 1, wall board 2, floor slab 3, roof frame 4 and the connection member that connects house main structure, and described connection member comprises bar-shaped pull-out member 10, stiffener, guide beam, Hanging boards and purlins5. The light steel structure can be used to build multi-storey buildings. The foundation 1 is provided with guide beams, and the wall panels 2 are fixed on the guide beams and the foundation; the vertically intersecting wall panels are connected by stiffeners, and purlins 5 are erected on the top of the wall panels, and the purlins The floor slab 3 is laid on top; the wall panels 2 and the floor slabs 3 are spliced together to form the main body of the house, and a roof frame 4 is erected on the top wall panel to complete the construction of the house.
所述墙板2是复合预制板材,包括边框11、龙骨12和保温层17。墙板顶部和底部为边框11,墙板左右两侧的端部设置龙骨12,墙板内均匀分布若干龙骨,边框和端部的龙骨形成的墙体内填充聚苯乙烯泡沫或聚氨酯作为保温层17。所述边框为角钢或钢板,龙骨为两个相对设置的C型钢,C型钢的规格为H=80-100,两个C型钢之间有缀板连接,形成柱状龙骨。边框11和龙骨12焊接连接成一个整体,降低龙骨柱的长细比的同时增强墙体的稳固性。墙板外铺设装饰面板18形成房屋的墙体结构。The wall panel 2 is a composite prefabricated board, including a frame 11 , a keel 12 and an insulation layer 17 . The top and bottom of the wall panel are frames 11, the ends of the left and right sides of the wall panel are provided with keels 12, and several keels are evenly distributed in the wall panel, and the wall formed by the frame and the keels at the ends is filled with polystyrene foam or polyurethane as an insulation layer 17. The frame is an angle steel or a steel plate, and the keel is two oppositely arranged C-shaped steels. The specification of the C-shaped steels is H=80-100, and there is a plate connection between the two C-shaped steels to form a columnar keel. The frame 11 and the keel 12 are welded and connected as a whole, which reduces the slenderness ratio of the keel column and at the same time enhances the stability of the wall. Decorative panels 18 are laid outside the wall panels to form the wall structure of the house.
如图2所示,所述墙板2的底端和顶端由导梁固定,导梁包括底导梁9和H形导梁8。所述底导梁为U形槽钢,H形导梁8横截面的形状为H形;底导梁和H形导梁的腹板宽度等于或略大于墙板的厚度。所述地基基础1上铺设底导梁9,一层墙板的底端通过自攻钉固定在底导梁9内。如为多层建筑,在一层墙板的顶端设置H形导梁8,上层墙板固定在H形导梁上部的槽内。As shown in FIG. 2 , the bottom end and the top end of the wall panel 2 are fixed by guide beams, and the guide beams include bottom guide beams 9 and H-shaped guide beams 8 . The bottom guide beam is U-shaped channel steel, and the cross section of the H-shaped guide beam 8 is H-shaped; the web width of the bottom guide beam and the H-shaped guide beam is equal to or slightly greater than the thickness of the wallboard. A bottom guide beam 9 is laid on the foundation 1, and the bottom end of one layer of wall panels is fixed in the bottom guide beam 9 by self-tapping screws. As a multi-storey building, an H-shaped guide beam 8 is set on the top of a layer of wall panels, and the upper wall panel is fixed in the groove on the top of the H-shaped guide beam.
为进一步增强墙体的稳定性,在抗剪墙板的端部设置条形抗拔件10,用于增强墙板的抗剪性能;所述抗剪墙板是房屋中承受水平力的墙板。地基基础1和抗剪墙板之间通过条形抗拔件10锚固;上、下层的抗剪墙板的端部设置条形抗拔件10固定连接。In order to further enhance the stability of the wall, a bar-shaped pull-out member 10 is provided at the end of the shear wall panel to enhance the shear performance of the wall panel; the shear wall panel is a wall panel that bears horizontal force in a house . The foundation 1 and the shear wall panels are anchored by strip-shaped pullout pieces 10 ; the ends of the upper and lower shear wallboards are fixedly connected by strip-shaped pullout pieces 10 .
如图3所示,所述条形抗拔件10包括扣板101和设置在扣板内侧的衬板102,扣板101为U形槽钢,槽钢的底板和侧板上开有螺钉孔,衬板102为扁钢,设置在腹板内侧;衬板的宽度为龙骨中两个C型钢之间的距离,厚度为10-20mm。条形抗拔件的高度为300-500mm。一层的条形抗拔件的下端固定在地基基础内,上端扣合在抗剪墙板的端部;上层的条形抗拔件分别扣合在下层抗剪墙板的上端和上层抗剪墙板的下端。其中扣板101扣合在端部龙骨的外侧,扣板的底板通过螺钉固定在两个C型钢的翼板上,两个侧板分别固定在两个C型钢的腹板上,衬板抵接在两个C型钢之间,用于固定两个C型钢的位置。条形抗拔件与墙板的龙骨连接成整体,起到抗拉、抗压的双向作用,增强了墙体及建筑的牢固性能;同时由于条形抗拔件直接埋在基础内,避免使用现有抗拔件需要抗拔锚栓进行锚固,减少施工作业量。条形抗拔件的扣板也可为“L”形,应用于垂直相交的墙板的固定连接。As shown in Figure 3, the strip-shaped pullout member 10 includes a buckle plate 101 and a lining plate 102 arranged on the inside of the buckle plate, the buckle plate 101 is a U-shaped channel steel, and the bottom plate and side plate of the channel steel are provided with screw holes , the liner 102 is a flat steel, set on the inner side of the web; the width of the liner is the distance between two C-shaped steels in the keel, and the thickness is 10-20mm. The height of the strip anti-pull piece is 300-500mm. The lower end of the strip-shaped pull-out parts on the first floor is fixed in the foundation, and the upper end is fastened to the end of the shear wall panel; the lower end of the wall. Among them, the gusset 101 is buckled on the outside of the end keel, the bottom plate of the gusset is fixed on the wing plates of two C-shaped steels by screws, and the two side plates are respectively fixed on the webs of the two C-shaped steels, and the lining boards are in contact with each other. Between two C-shaped steels, it is used to fix the position of two C-shaped steels. The strip anti-pull piece is connected with the keel of the wall panel as a whole, which plays a two-way role of tensile and compressive resistance, and enhances the firmness of the wall and building; at the same time, since the strip anti-pull piece is directly buried in the foundation, it is avoided to use The existing pull-out parts need pull-out anchor bolts to be anchored, reducing the construction workload. The gusset plate of the strip anti-pull piece can also be "L" shape, which is applied to the fixed connection of vertically intersecting wall panels.
如图4,图6所示,两个墙板垂直相交时通过加劲件固定连接,所述加劲件包括L形加劲件19和U形加劲件20。墙板相交的位置不同可以分为角墙板、T字形墙板或十字形墙板(同T字形墙板),角墙板和T字形墙板连接处的多组龙骨组成龙骨柱。所述龙骨柱是由两个并列的龙骨和一个垂直设置的龙骨密集排布形成;垂直设置的龙骨的翼板贴合在两个并列龙骨的腹板上。角墙板的龙骨柱的内侧和外侧设置L形加劲件19,T字形墙板的龙骨柱的内侧设置L形加劲件19。L形加劲件通过自攻钉将龙骨柱连接成整体,使相邻墙体连接处的牢固程度大大增强。L形加劲件为角钢制成,角钢两边的长度由墙板的厚度和龙骨腹板的长度确定;其中角墙板外侧的L形加劲件的长边需固定连接两个墙板的并列龙骨和垂直龙骨。三组龙骨形成的墙板相交适用于外墙或承重墙的连接处。As shown in FIG. 4 and FIG. 6 , when two wallboards intersect perpendicularly, they are fixedly connected by stiffeners, and the stiffeners include L-shaped stiffeners 19 and U-shaped stiffeners 20 . Depending on the position where the wall panels intersect, they can be divided into corner wall panels, T-shaped wall panels or cross-shaped wall panels (same as T-shaped wall panels), and multiple sets of keels at the junction of the corner wall panels and T-shaped wall panels form keel columns. The keel column is formed by dense arrangement of two juxtaposed keels and one vertically arranged keel; the wing plate of the vertically arranged keel fits on the web of the two juxtaposed keels. L-shaped stiffeners 19 are arranged on the inner and outer sides of the keel columns of the corner wall panels, and L-shaped stiffeners 19 are arranged on the inner sides of the keel columns of the T-shaped wall panels. The L-shaped stiffener connects the keel column into a whole through self-tapping screws, which greatly enhances the firmness of the connection between adjacent walls. The L-shaped stiffener is made of angle steel, and the length of both sides of the angle steel is determined by the thickness of the wall panel and the length of the web of the keel; the long side of the L-shaped stiffener on the outside of the angle wall panel needs to be fixedly connected to the juxtaposed keel of the two wall panels and vertical keel. The intersection of wall panels formed by three sets of keels is suitable for the joints of exterior walls or load-bearing walls.
如图5所示,T字形墙板的另一实施方式为由两个龙骨组成的龙骨柱,两个龙骨分别设置于水平墙板和竖直墙板内,水平墙板的龙骨外侧通过自攻钉固定U形加劲件20,U形加劲件的U形槽内固定竖直墙板的端部。所述U形加劲件20为槽钢,槽钢腹板的宽度大于龙骨的宽度。由两组龙骨形成的T字形墙板适用于内墙或非承重墙的连接处。As shown in Figure 5, another embodiment of the T-shaped wall panel is a keel column composed of two keels, the two keels are respectively arranged in the horizontal wall panel and the vertical wall panel, and the outside of the keel of the horizontal wall panel is self-tapped. Nails fix the U-shaped stiffener 20, and the ends of the vertical wall panels are fixed in the U-shaped grooves of the U-shaped stiffener. The U-shaped stiffener 20 is channel steel, and the width of the web of the channel steel is greater than the width of the keel. T-shaped wall panels formed by two sets of keels are suitable for interior walls or joints of non-load-bearing walls.
所述加劲件的高度为200-300mm。安装时墙板的三等分处分别设置两个加劲件,如多层建筑还需在上下层墙体连接处设置加劲件。墙板表面铺设装饰面板18,将加劲件及自攻钉包裹在装饰面板内。装饰面板可以为硅酸钙板或木塑板等装饰板材。The height of the stiffener is 200-300mm. During installation, two stiffeners are installed at the three equal parts of the wall panels. For multi-storey buildings, stiffeners need to be installed at the connection between the upper and lower walls. A decorative panel 18 is laid on the surface of the wallboard, and stiffeners and self-tapping screws are wrapped in the decorative panel. The decorative panels can be decorative panels such as calcium silicate boards or wood-plastic boards.
如图7、图8所示,所述墙板2立面的端部设置卡接机构16,所述卡接机构16包括相互配合的卡扣161和卡槽162,卡扣和卡槽分别设置在墙板的左右两端。所述卡扣为两个,相背对设置在端部龙骨的翼板外侧,两个卡扣中间填充有保温层17。卡扣的高度为100-200mm,卡扣的长度略大于卡槽的长度,相邻墙板的卡扣和卡槽通过卡接配合紧密连接成一整面墙体,使墙板之间的保温层既紧密接触、没有缝隙,又不会因过度挤压而变形。所述卡扣161包括凸部和延伸部,延伸部连接凸部和墙板端部龙骨的翼板外侧,凸部横截面的形状为扇形,扇形的圆心角为110°-140°。凸部相背设置,凸部相对的一面设有弯钩,弯钩向内延伸,有利于卡扣和保温层有效贴合。所述卡槽162的凹槽形状和凸部的圆弧状相配合,使卡扣能够顺利进入卡槽,并与之紧密配合。As shown in Figure 7 and Figure 8, the end of the facade of the wall panel 2 is provided with a snap-in mechanism 16, and the snap-in mechanism 16 includes a buckle 161 and a slot 162 that cooperate with each other, and the buckle and the slot are respectively provided At the left and right ends of the wallboard. There are two buckles, which are oppositely arranged on the outer side of the wing plate of the end keel, and the middle of the two buckles is filled with an insulating layer 17 . The height of the buckle is 100-200mm, and the length of the buckle is slightly longer than the length of the slot. The buckle and the slot of the adjacent wall panels are tightly connected by snap fit to form a whole wall, so that the insulation layer between the wall panels It is in close contact, without gaps, and will not be deformed due to excessive extrusion. The buckle 161 includes a convex part and an extension part, the extension part connects the convex part and the outer side of the flange of the keel at the end of the wallboard, the cross section of the convex part is fan-shaped, and the central angle of the fan shape is 110°-140°. The convex parts are arranged opposite to each other, and a curved hook is provided on the opposite side of the convex part, and the curved hook extends inward, which is beneficial to the effective bonding of the buckle and the insulation layer. The groove shape of the card slot 162 matches the arc shape of the convex part, so that the buckle can smoothly enter the card slot and closely fit with it.
现有技术中墙板通过顶导梁和底导梁固定,相邻墙板之间是保温材料的软接触,导致墙体横向受力后变形大,使墙面易开裂,影响房屋稳定性;或者为使墙体牢固,在两面墙的连接处使用焊接或螺钉固定。而卡接机构实现相邻墙体从上到下整体的刚性连接,变形小,墙体的抗剪性能和牢固性大大增强,同时施工作业简单方便,减少施工现场的作业量。In the prior art, the wallboards are fixed by the top guide beam and the bottom guide beam, and the soft contact between the adjacent wallboards is the insulation material, resulting in large deformation of the wall body after lateral force, making the wall surface easy to crack and affecting the stability of the house; Or in order to make the wall firm, use welding or screw fixing at the junction of the two walls. The clamping mechanism realizes the rigid connection of adjacent walls from top to bottom, with small deformation, greatly enhanced shear resistance and firmness of the wall, and at the same time, the construction operation is simple and convenient, reducing the workload on the construction site.
如图6、图9所示,多层建筑上、下层墙板之间设置H形导梁8和挂板15,H形导梁的下端开口槽扣合在下层墙板顶部,上端开口槽中安装上层墙板,H形导梁上在有龙骨的位置间隔设置挂板15,挂板与檩条5连接,檩条上铺设楼板3;由此H形导梁和挂板将檩条、上下层墙板与楼板无缝隙、牢固地连接在一起。挂板设置在H形导梁的翼板上,挂板的高度小于檩条腹板的长度。所述檩条5是规格200的C型钢。As shown in Figure 6 and Figure 9, an H-shaped guide beam 8 and a hanging plate 15 are arranged between the upper and lower wall panels of a multi-storey building, and the lower end opening groove of the H-shaped guide beam is fastened to the top of the lower wall panel, and the upper end opening groove Install the upper wallboard, set hanging boards 15 at intervals at positions with keels on the H-shaped guide beam, the hanging boards are connected with the purlins 5, and the floor slabs 3 are laid on the purlins; It is seamlessly and firmly connected with the floor. The hanging plate is arranged on the wing plate of the H-shaped guide beam, and the height of the hanging plate is less than the length of the purlin web. The purlin 5 is C-shaped steel with a specification of 200.
檩条5上铺设压型钢板14,压型钢板上浇注混凝土层13,压型钢板和混凝土层构成楼板。卫生间和阳台使用下沉式挂板。下沉式挂板低于H形导梁,使用下沉式挂件连接檩条,檩条上铺设的楼板的表面低其他房间的楼板,以适应卫生间和阳台的使用。The profiled steel plate 14 is laid on the purlin 5, the concrete layer 13 is poured on the profiled steel plate, and the profiled steel plate and the concrete layer form the floor slab. Toilets and balconies use sunken hanging panels. The sunken hanging slab is lower than the H-shaped guide beam, and the purlin is connected with the sunken pendant. The surface of the floor slab laid on the purlin is lower than the floor slabs of other rooms, so as to adapt to the use of toilets and balconies.
以下对本发明的工作过程做进一步说明:The working process of the present invention is further described below:
1、基础施工:轻钢结构房屋根据图纸定制墙板、楼板和屋顶架等预制构件,施工时在地面以下部分铺设地基基础1,地基基础内预埋条形抗拔件10。地基基础上表面做10mm厚的防腐层,防腐层上铺设底导梁9,条形抗拔件设置在底导梁的一端。底导梁通过预埋的地脚螺栓锚固在基础上,多根底导梁连接的形状与基础相一致。底导梁和条形抗拔件的位置根据图纸中墙板的位置确定,1. Foundation construction: light steel structure houses customize prefabricated components such as wall panels, floor slabs and roof frames according to the drawings. During construction, the foundation 1 is laid below the ground, and the strip-shaped uplifting parts 10 are pre-embedded in the foundation. A 10mm thick anti-corrosion layer is made on the upper surface of the foundation, and a bottom guide beam 9 is laid on the anti-corrosion layer. The bottom guide beam is anchored on the foundation through pre-embedded anchor bolts, and the shape of the connection of multiple bottom guide beams is consistent with the foundation. The positions of the bottom guide beam and strip-shaped pull-out parts are determined according to the positions of the wallboards in the drawing,
2、一层墙板固定:将抗剪墙板的端部与条形抗拔件10固定连接,墙板设置在底导梁内。条形抗拔件扣板的侧板与龙骨的腹板贴合并打自攻钉,条形抗拔件的底板与龙骨的翼板贴合并打自攻钉。底导梁在墙板的龙骨处打两个自攻钉,两龙骨之间打一个自攻钉。由此通过条形抗拔件和底导梁共同将墙板固定在地基基础上,提高了墙板的抗剪能力和抗震性能,增强了墙体的整体性和牢固性。2. Fixing of a layer of wall panels: the end of the shear wall panels is fixedly connected to the strip-shaped pullout member 10, and the wall panels are arranged in the bottom guide beam. The side plate of the buckle plate of the strip anti-pullout part is attached to the web of the keel and tapped with self-tapping screws, and the bottom plate of the strip-shaped anti-pullout part is attached to the wing plate of the keel and tapped with self-tapping screws. For the bottom guide beam, two self-tapping nails are punched at the keel of the wall panel, and one self-tapping nail is punched between the two keels. Therefore, the wall panel is fixed on the foundation by the strip-shaped anti-pull piece and the bottom guide beam, which improves the shear resistance and seismic performance of the wall panel, and enhances the integrity and firmness of the wall body.
3、墙板连接:将多个并排的墙板放入底导梁9内,抗剪墙板的起始端通过条形抗拔件固定在底导梁内,墙板另一端卡接机构的卡扣161和相邻墙板的卡槽162相对应,沿导梁推动墙板至卡扣嵌入卡槽,两个墙板的保温层相互抵接,完成并排墙板的安装。垂直相交的墙板的连接处固定加劲件,加劲件分别在墙板高度的三分之一处和上下层墙板之间。3. Wall panel connection: put a plurality of side-by-side wall panels into the bottom guide beam 9, the starting end of the shear wall panel is fixed in the bottom guide beam through a strip-shaped anti-pull piece, and the other end of the wall panel is connected to the clip of the clamping mechanism. The buckle 161 corresponds to the draw-in groove 162 of the adjacent wallboard, and the wallboard is pushed along the guide beam until the buckle is embedded in the draw-in groove, and the insulation layers of the two wallboards abut against each other, completing the installation of side-by-side wallboards. Stiffeners are fixed at the joints of vertically intersecting wallboards, and the stiffeners are respectively located at one-third of the height of the wallboards and between the upper and lower wallboards.
4、墙板与檩条连接:墙体的顶面通过自攻钉连接H形导梁。根据设计要求在导梁上需要搭接檩条的部位设置挂板15,挂板一般设置在龙骨的位置。H形导梁8的腹板在墙板边框的位置纵向打入两排自攻钉,将H形导梁固定在墙体顶部。房间中间的檩条5两端通过挂板固定在墙板上,房间两边的两根檩条不仅端部通过挂板固定在墙板上,檩条腹板还贴附在相邻的墙板上,并在墙板龙骨的位置打入自攻钉,腹板上的自攻钉呈“之”字形排列,增强角墙板和檩条连接牢固性。檩条均匀分布在房屋的墙面上,檩条的间距为350-550mm。檩条下方架设吊顶7。4. Connection between wall panels and purlins: the top surface of the wall is connected with H-shaped guide beams by self-tapping screws. According to the design requirements, the hanging board 15 is set on the position where the purlin needs to be lapped on the guide beam, and the hanging board is generally arranged at the position of the keel. The web of the H-shaped guide beam 8 is longitudinally driven into two rows of self-tapping screws at the position of the wall panel frame, and the H-shaped guide beam is fixed on the top of the wall. The two ends of the purlin 5 in the middle of the room are fixed on the wall board through the hanging board, and the ends of the two purlins on both sides of the room are not only fixed on the wall board through the hanging board, but also the purlin web is attached to the adjacent wall board, and the Self-tapping screws are driven into the position of the keel of the wall panel, and the self-tapping screws on the web are arranged in a "zigzag" shape to enhance the firmness of the connection between the corner wall panel and the purlin. The purlins are evenly distributed on the wall of the house, and the distance between the purlins is 350-550mm. A suspended ceiling 7 is erected below the purlins.
5、架设楼板:在檩条5上铺设压型钢板14;压型钢板上的加强筋与檩条垂直布置;混凝土浇注在压型钢板上形成混凝土层13,混凝土层中间铺设钢筋网片,根据需要混凝土层内设置用于布置水电管线的套管。楼板中的压型钢板表面的加强筋增加了与混凝土之间的结合力,使二者形成一个整体,其中钢材具有抗拉伸性能,混凝土具有抗压性能,因此大大提高了楼承板的承载力。5. Erection of floor slabs: lay profiled steel plates 14 on the purlins 5; the reinforcing bars on the profiled steel plates are vertically arranged with the purlins; The casing for laying out water and electricity pipelines is arranged in the layer. The reinforcing ribs on the surface of the profiled steel plate in the floor slab increase the bonding force with the concrete, making the two form a whole, in which the steel has tensile properties, and the concrete has compressive properties, thus greatly improving the bearing capacity of the floor deck force.
6、上层墙板的架设:上层墙板吊装在H形导梁内,上、下层剪力墙的端部通过条形抗拔件固定,上层垂直相交的墙板底部通过加劲件连接至下层墙板。6. Erection of the upper wall panel: the upper wall panel is hoisted in the H-shaped guide beam, the ends of the upper and lower shear walls are fixed by strip-shaped anti-pull pieces, and the bottom of the vertically intersecting wall panels on the upper layer is connected to the lower wall by stiffeners plate.
7、架设屋顶架:顶层墙板上设置下沉式挂钩,下沉式挂钩连接檩条,檩条上铺设欧松板和保温板,形成保温隔音层6,所述保温板为聚苯板或挤塑板,保温隔音层6的上表面与墙板顶部持平,保温和隔音的效果好。整体预制的屋顶架直接放置在墙板上,连接处焊接。7. Erection of the roof frame: set sinking hooks on the top wall, connect the purlins with the sinking hooks, and lay the Ozon board and insulation board on the purlins to form the insulation and sound insulation layer 6. The insulation board is polystyrene board or extruded plastic board, the upper surface of the thermal insulation and sound insulation layer 6 is flat with the top of the wallboard, and the thermal insulation and sound insulation effects are good. The integrally prefabricated roof frame is placed directly on the wall panels, and the joints are welded.
Claims (7)
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