CN106836469A - A kind of assembled architecture - Google Patents
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- CN106836469A CN106836469A CN201710179351.7A CN201710179351A CN106836469A CN 106836469 A CN106836469 A CN 106836469A CN 201710179351 A CN201710179351 A CN 201710179351A CN 106836469 A CN106836469 A CN 106836469A
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- 230000007246 mechanism Effects 0.000 claims abstract description 26
- 239000011120 plywood Substances 0.000 abstract 2
- 229910000831 Steel Inorganic materials 0.000 description 16
- 238000010276 construction Methods 0.000 description 16
- 239000010959 steel Substances 0.000 description 16
- 238000009434 installation Methods 0.000 description 8
- 238000000034 method Methods 0.000 description 8
- 238000013461 design Methods 0.000 description 7
- 238000004519 manufacturing process Methods 0.000 description 5
- 238000010586 diagram Methods 0.000 description 3
- 239000011150 reinforced concrete Substances 0.000 description 3
- 239000004567 concrete Substances 0.000 description 2
- 238000012916 structural analysis Methods 0.000 description 2
- 238000004078 waterproofing Methods 0.000 description 2
- 230000001133 acceleration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 230000000739 chaotic effect Effects 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000003032 molecular docking Methods 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 239000002699 waste material Substances 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
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
- E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
- E04B1/043—Connections specially adapted therefor
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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
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
- E04B1/6108—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together
- E04B1/612—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces
- E04B1/6125—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces with protrusions on the one frontal surface co-operating with recesses in the other frontal surface
- E04B1/6141—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces with protrusions on the one frontal surface co-operating with recesses in the other frontal surface the connection made by an additional locking key
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Panels For Use In Building Construction (AREA)
Abstract
本发明公开一种装配式建筑,包括预制墙板、叠合板、现浇楼板和紧固机构,预制墙板外表面的上端设置第一凹槽,预制墙板外表面的下端设置与第一凹槽相匹配的第一凸起,第一凸起和第一凹槽均设置相对应的第一孔,第一孔内设置第一螺栓,预制墙板内表面的上端和下端均设置第二凹槽,上下相邻两块预制墙板的两个第二凹槽扣合形成一个容纳槽,紧固机构包括固定板和第二螺栓,相邻预制墙板之间通过紧固机构进行固定,叠合板的端部设置与容纳槽相匹配的承接件。本发明通过第一凸起与第一凹槽相配合,有效预防雨水从相邻预制墙板之间灌入建筑内部的问题发生,另外叠合板的端部与容纳槽的结构相匹配,使叠合板和预制墙板之间的连接更加紧凑。
The invention discloses a prefabricated building, which comprises a prefabricated wallboard, a laminated board, a cast-in-place floor and a fastening mechanism. The groove matches the first protrusion, the first protrusion and the first groove are provided with the corresponding first hole, the first bolt is arranged in the first hole, and the upper and lower ends of the inner surface of the prefabricated wallboard are provided with the second recess. Groove, the two second grooves of two adjacent prefabricated wall panels up and down are fastened to form a receiving groove, the fastening mechanism includes a fixing plate and a second bolt, and the adjacent prefabricated wall panels are fixed by the fastening mechanism, stacked The end of the plywood is provided with a receiving piece matched with the receiving groove. The present invention cooperates with the first groove to effectively prevent rainwater from pouring into the interior of the building from between adjacent prefabricated wall panels. In addition, the ends of the laminated panels match the structure of the receiving groove, so that the laminated panels The connection between plywood and prefabricated wall panels is more compact.
Description
技术领域technical field
本发明属于建筑设计技术领域,尤其涉及一种装配式建筑。The invention belongs to the technical field of architectural design, in particular to an assembled building.
背景技术Background technique
长期以来,我国建筑业主要采用的是现场施工的方式,即从搭设脚手架、支设模板、绑扎钢筋到混凝土的浇筑,大部分工作都在施工现场由人工来完成,不但劳动强度大,而且施工现场混乱,建筑材料消耗量大,现场产生的建筑垃圾较多,同时对周围的环境有较大影响,且随着劳动力成本的不断上涨,以低廉的劳动力价格为基础的现场施工生产方式正日益受到挑战,而预制装配式施工方式,近年来越来越受到业界的关注。For a long time, my country's construction industry has mainly adopted the method of on-site construction, that is, from erecting scaffolding, supporting formwork, binding steel bars to pouring concrete, most of the work is done manually at the construction site, which is not only labor-intensive, but also construction The site is chaotic, the consumption of building materials is large, the construction waste generated on site is large, and it has a great impact on the surrounding environment. With the continuous rise of labor costs, on-site construction production methods based on low labor prices are increasingly In recent years, the prefabricated construction method has attracted more and more attention from the industry.
预制装配式施工,是指建筑的部分或全部构件在构件预制工厂生产完成,然后通过相应的运输方式运到施工现场,采用可靠的安装方式和安装机械将构件组装起来,成为具备使用功能的建筑物的建筑施工方式。与现场施工相比,预制装配式施工具有施工方便、工程进度快、对周围环境影响小且建筑构件的质量容易得到保证等优点,过去我国主要在工业建筑中应用的较多,近年来开始在民用建筑特别是住宅建筑中采用。随着我国城市化进程的加快,预制装配式建筑也迎来了新的发展契机。Prefabricated construction means that some or all of the components of the building are produced in the component prefabrication factory, and then transported to the construction site through corresponding transportation methods, and the components are assembled by reliable installation methods and installation machines to become functional buildings. way of building construction. Compared with on-site construction, prefabricated construction has the advantages of convenient construction, fast project progress, little impact on the surrounding environment, and easy to guarantee the quality of building components. In the past, it was mainly used in industrial buildings in my country. In recent years, it has begun to It is used in civil buildings, especially residential buildings. With the acceleration of urbanization in my country, prefabricated buildings have also ushered in new opportunities for development.
预制装配式建筑存在较多的连接节点,保证这些节点的质量是确保预制装配式建筑质量的关键,目前节点的做法对承载力和刚度的要求可较好地实现,但延性往往达不到要求,应采取可靠的构造措施保证这些节点的承载力、刚度以及延性均不低于同类现浇结构和预制构件本身,否则,连接问题将成为制约预制装配式建筑应用的最大问题。另外预制装配式建筑节点防水问题也不容忽视,预制装配式不像现场施工那样整体浇筑,所以在构件的连接节点存在着渗漏的质量通病,因此在构造处理上,必须对节点防水采取有效的处理,在控制现场工程量的基础上保证节点的防水性能。There are many connection nodes in prefabricated buildings. Ensuring the quality of these nodes is the key to ensuring the quality of prefabricated buildings. The current node method can better meet the requirements for bearing capacity and stiffness, but the ductility often fails to meet the requirements , Reliable construction measures should be taken to ensure that the bearing capacity, stiffness and ductility of these nodes are not lower than similar cast-in-place structures and prefabricated components themselves, otherwise, the connection problem will become the biggest problem restricting the application of prefabricated buildings. In addition, the problem of joint waterproofing of prefabricated buildings cannot be ignored. Prefabricated buildings are not poured as a whole like on-site construction, so there are common quality problems of leakage at the joints of components. Therefore, in terms of structural processing, effective measures must be taken for joint waterproofing Treatment, to ensure the waterproof performance of the nodes on the basis of controlling the amount of on-site engineering.
中国专利公开号CN105317116A公开一种模块化设计的装配式建筑,包括模块化设计的建筑本体,建筑本体底部靠近中央位置设有向下延伸的柱承,柱承底端设置插接部;与柱承和插接部构成的安装部适配的衔接部设置于建筑本体顶部,建筑本体顶部且高于建筑顶部的位置设有向外侧延伸的扶檐。该结构的不足之处在于:仅通过插接部、柱承与衔接部的相互配合,各建筑本体之间的衔接性较差,整体结构的安全性和防水性得不到有效保障。Chinese Patent Publication No. CN105317116A discloses a modularly designed prefabricated building, including a modularly designed building body. The bottom of the building body is provided with a column bearing extending downward near the center, and the bottom end of the column bearing is provided with a socket; The connecting part adapted to the installation part formed by the socket and the socket part is arranged on the top of the building body, and the top of the building body and higher than the top of the building are provided with buttresses extending outward. The disadvantage of this structure is that only through the mutual cooperation of the socket part, the column bearing and the connecting part, the connection between the building bodies is poor, and the safety and waterproofness of the overall structure cannot be effectively guaranteed.
中国专利公告号CN103265253B公开一种装配式建筑墙梁稳定连接结构,属于装配式建筑连接技术领域,由叠合梁、预制墙板、转接件和限位固定连接构件组成,转接件为L型钢筋混凝土转接件,设有预埋钢筋、C型钢槽;限位固定连接构件由限位型钢压条和固定型钢压块组成,该限位固定连接构件沿上、下预制墙板及其之间的L型钢钢筋混凝土转接件外侧设置,上、下预制墙板分别通过限位固定连接构件与L型钢筋混凝土转接件的预埋C型钢槽连接;沿叠合梁上部钢骨混凝土现浇梁的钢骨顶面现浇混凝土,形成叠合梁与预制墙板的稳固连接,该结构的不足之处在于:不仅安装过程复杂,而且上、下预制墙板是通过连接件在墙的外壁进行固定,相邻预制墙板之间存在密封不佳的问题。Chinese patent announcement number CN103265253B discloses a stable connection structure for prefabricated building wall beams, which belongs to the field of prefabricated building connection technology, and consists of laminated beams, prefabricated wall panels, adapters and limit fixed connection components. The adapters are L Reinforced concrete adapter, with pre-embedded steel bars and C-shaped steel grooves; the limit fixed connection member is composed of limit steel pressure strip and fixed steel pressure block, and the limit fixed connection component is along the upper and lower prefabricated wall panels and their The L-shaped steel-reinforced-concrete adapters between them are arranged on the outside, and the upper and lower prefabricated wall panels are respectively connected with the pre-embedded C-shaped steel grooves of the L-shaped reinforced-concrete adapters through limit-fixed connecting members; Cast-in-place concrete is cast on the top of the steel frame of the beam to form a stable connection between the composite beam and the prefabricated wall panel. The outer wall is fixed, and there is a problem of poor sealing between adjacent prefabricated wall panels.
发明内容Contents of the invention
有鉴于此,本发明的目的是针对现有技术的不足,提供一种装配式建筑,上下相邻的两个预制墙板组合后,通过第一凸起与第一凹槽相配合,有效预防雨水从相邻预制墙板之间灌入建筑内部的问题发生,另外,两个预制墙板之间形成容纳槽,叠合板的端部与容纳槽的结构相匹配,使叠合板和预制墙板之间的连接更加紧凑。In view of this, the purpose of the present invention is to address the deficiencies of the prior art and provide a prefabricated building. After the two prefabricated wall panels adjacent up and down are combined, the first protrusion is matched with the first groove to effectively prevent The problem of rainwater pouring into the building from between adjacent prefabricated wall panels occurs. In addition, a receiving groove is formed between two prefabricated wall panels. The connection between them is more compact.
为达到上述目的,本发明采用以下技术方案:To achieve the above object, the present invention adopts the following technical solutions:
一种装配式建筑,包括预制墙板、叠合板、现浇楼板和紧固机构,所述预制墙板外表面的上端设置第一凹槽,所述预制墙板外表面的下端设置与所述第一凹槽相匹配的第一凸起,所述第一凸起和第一凹槽均设置相对应的第一孔,所述第一孔内设置第一螺栓,所述预制墙板内表面的上端和下端均设置第二凹槽,上下相邻两块预制墙板的两个第二凹槽扣合形成一个容纳槽,所述紧固机构包括固定板和第二螺栓,相邻预制墙板之间通过紧固机构进行固定,所述叠合板的端部设置与所述容纳槽相匹配的承接件。A prefabricated building, comprising prefabricated wall panels, laminated panels, cast-in-place floor slabs and a fastening mechanism, the upper end of the outer surface of the prefabricated wall panels is provided with a first groove, and the lower end of the outer surface of the prefabricated wall panels is provided with the The first protrusion matched with the first groove, the first protrusion and the first groove are provided with corresponding first holes, the first bolt is arranged in the first hole, and the inner surface of the prefabricated wall panel The upper and lower ends of the upper and lower ends are provided with second grooves, and the two second grooves of the two adjacent prefabricated wall panels are fastened to form a receiving groove. The fastening mechanism includes a fixing plate and a second bolt, and the adjacent prefabricated wall panels The boards are fixed by a fastening mechanism, and the ends of the laminated boards are provided with receiving pieces matching the receiving grooves.
进一步的,所述预制墙板的左端面设置第二凸起,所述预制墙板的右端面设置与所述第二凸起相匹配的第三凹槽。Further, a second protrusion is provided on the left end surface of the prefabricated wall panel, and a third groove matching the second protrusion is provided on the right end surface of the prefabricated wall panel.
进一步的,所述第二凸起和第三凹槽均为燕尾状结构。Further, both the second protrusion and the third groove are dovetail-shaped structures.
进一步的,所述容纳槽为多个。Further, there are multiple accommodating grooves.
进一步的,所述叠合板的纵截面为T型。Further, the longitudinal section of the laminated plate is T-shaped.
本发明的有益效果是:The beneficial effects of the present invention are:
1. 本发明包括预制墙板、叠合板、现浇楼板和紧固机构,预制墙板外表面的上端设置第一凹槽,预制墙板外表面的下端设置与第一凹槽相匹配的第一凸起,第一凸起和第一凹槽均设置相对应的第一孔,第一孔内设置第一螺栓,预制墙板内表面的上端和下端均设置第二凹槽,上下相邻两块预制墙板的两个第二凹槽扣合形成一个容纳槽,紧固机构包括固定板和第二螺栓,相邻预制墙板之间通过紧固机构进行固定,叠合板的端部设置与容纳槽相匹配的承接件;1. The present invention includes prefabricated wall panels, laminated panels, cast-in-place slabs and fastening mechanisms. The upper end of the outer surface of the prefabricated wall panels is provided with a first groove, and the lower end of the outer surface of the prefabricated wall panels is provided with a second groove that matches the first groove. One protrusion, the first protrusion and the first groove are provided with corresponding first holes, the first bolt is arranged in the first hole, and the upper and lower ends of the inner surface of the prefabricated wallboard are provided with second grooves, which are adjacent to each other up and down The two second grooves of two prefabricated wall panels are buckled to form a receiving groove. The fastening mechanism includes a fixing plate and a second bolt. The adjacent prefabricated wall panels are fixed by the fastening mechanism. The ends of the laminated panels are set A receiving piece that matches the receiving slot;
本发明在使用时,多个预制墙板组合成建筑墙体并通过紧固机构进行固定,其中紧固机构通过多个第二螺栓和多个固定板对前后左右相邻的预制墙板进行连接固定,从建筑墙体外表面的结构分析:上下相邻的两个预制墙板在安装时,在两者的衔接处,第一凸起与第一凹槽相配合,从而实现第一凸起向下覆盖第二凹槽,与现有技术相比,本结构设计有效预防雨水从相邻预制墙板之间灌入建筑内部的问题发生;从建筑腔体内表面的结构分析:上下相邻的两个预制墙板的衔接处均预留第二凹槽,两个第二凹槽在安装后形成容纳槽,叠合板的端部与容纳槽的结构相匹配,从而实现叠合板与预制墙板的相互连接,与现有技术相比,本结构设计有效减少叠合板与预制墙板之间的辅助连接件,不仅有效提高安装效率,而且使叠合板和预制墙板之间的连接更加紧凑。When the present invention is in use, a plurality of prefabricated wall panels are combined into a building wall and fixed by a fastening mechanism, wherein the fastening mechanism connects the front, rear, left, and right adjacent prefabricated wall panels through a plurality of second bolts and a plurality of fixing plates Fixing, from the structural analysis of the outer surface of the building wall: when two prefabricated wall panels adjacent to each other are installed, at the junction of the two, the first protrusion matches the first groove, thereby realizing the first protrusion Covering the second groove downwards, compared with the prior art, this structural design effectively prevents rainwater from pouring into the interior of the building from between adjacent prefabricated wall panels; from the structural analysis of the inner surface of the building cavity: the upper and lower adjacent A second groove is reserved at the joint of the two prefabricated wall panels, and the two second grooves form a receiving groove after installation, and the ends of the laminated panels match the structure of the receiving groove, so as to realize the Compared with the prior art, this structural design effectively reduces the auxiliary connectors between the laminated panels and the prefabricated wall panels, which not only effectively improves the installation efficiency, but also makes the connection between the laminated panels and the prefabricated wall panels more compact.
2.预制墙板的左端面设置第二凸起,预制墙板的右端面设置与第二凸起相匹配的第三凹槽,对于跨度较大的厂房建筑需要多个预制墙板进行连接,本结构设计可以实现左右相邻的两个预制墙板进行插接对接,从而提高本发明左右相邻墙板之间的连接紧密型,增加厂房建筑的整体结构强度。2. The left end of the prefabricated wall panel is provided with a second protrusion, and the right end of the prefabricated wall panel is provided with a third groove matching the second protrusion. For factory buildings with large spans, multiple prefabricated wall panels are required for connection. This structural design can realize the insertion and docking of two adjacent prefabricated wall panels on the left and right, thereby improving the tight connection between the left and right adjacent wall panels of the present invention, and increasing the overall structural strength of the factory building.
3.第二凸起和第三凹槽可以采用燕尾状结构,本设计在结构上可以增加第二凸起和第三凹槽的接触面积,从而实现增加相邻预制墙板的紧固强度,同时在生产制作过程中,单个的预制墙板结构相同,从而开发一套磨具即可,有效节约生产投入成本。3. The second protrusion and the third groove can adopt a dovetail structure. This design can increase the contact area between the second protrusion and the third groove structurally, so as to increase the fastening strength of adjacent prefabricated wall panels. At the same time, in the production process, a single prefabricated wall panel has the same structure, so it is enough to develop a set of abrasive tools, which effectively saves production input costs.
附图说明Description of drawings
图1为本发明实施例一安装状态的结构示意图;Fig. 1 is a schematic structural view of an installation state of Embodiment 1 of the present invention;
图2为本发明实施例一拆分状态的结构示意图;Fig. 2 is a schematic structural diagram of a split state according to Embodiment 1 of the present invention;
图3为本发明实施例一立体的结构示意图;Fig. 3 is a three-dimensional structural schematic diagram of Embodiment 1 of the present invention;
图4为本发明实施例二预制墙板的结构示意图;Fig. 4 is the structural representation of the second prefabricated wall panel of the present invention embodiment;
图5为本发明实施例三预制墙板和叠合板的结构示意图;Fig. 5 is the structural schematic diagram of prefabricated wallboard and laminated panel of embodiment three of the present invention;
图6为本发明实施例四预制墙板的结构示意图;Fig. 6 is a schematic structural view of a prefabricated wallboard according to Embodiment 4 of the present invention;
图7为图6中标号A的放大图。FIG. 7 is an enlarged view of the symbol A in FIG. 6 .
图中标号,1-预制墙板,2-叠合板,3-现浇楼板,4-第一凹槽,5-第一凸起,6-第一螺栓,7-第二凹槽,8-容纳槽,9-固定板,10-第二螺栓,11-承接件,12-第二凸起,13-第三凹槽,14-固定钢筋,15-第三孔,16-滑轨,17-滑轮。Numbers in the figure, 1-prefabricated wall panels, 2-laminated panels, 3-cast-in-place slabs, 4-first grooves, 5-first protrusions, 6-first bolts, 7-second grooves, 8- Accommodating groove, 9-fixing plate, 10-second bolt, 11-acceptor, 12-second protrusion, 13-third groove, 14-fixing steel bar, 15-third hole, 16-sliding rail, 17 -pulley.
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描述。The present invention will be further described below in conjunction with the accompanying drawings and embodiments.
实施例一Embodiment one
如图1至图3所示,本发明包括预制墙板1、叠合板2、现浇楼板3和紧固机构,叠合板2的纵截面为T型,预制墙板1外表面的上端预留第一凹槽4,预制墙板1外表面的下端一体成型与第一凹槽4相匹配的第一凸起5,第一凸起5和第一凹槽4均开设相对应的第一孔(图未示),第一孔内安装第一螺栓6,预制墙板1内表面的上端和下端均预留三个第二凹槽7,上下方向上的两种第二凹槽7均为长方体结构,下端的第二凹槽7的宽度大于上端的第二凹槽7的宽度,上下相邻两块预制墙板1的两个第二凹槽7扣合形成一个T型的容纳槽8,紧固机构包括固定板9和第二螺栓10,相邻预制墙板1之间通过紧固机构进行固定,叠合板2的两个端部一体成型与容纳槽8相匹配的承接件11,预制墙板1上预留容纳第二螺栓10的第二孔(图未示),第一孔和第二孔均为盲孔,第一螺栓6和第二螺栓10均为膨胀螺栓。As shown in Figures 1 to 3, the present invention includes a prefabricated wall panel 1, a laminated panel 2, a cast-in-place floor 3 and a fastening mechanism, the longitudinal section of the laminated panel 2 is T-shaped, and the upper end of the outer surface of the prefabricated wall panel 1 is reserved The first groove 4, the lower end of the outer surface of the prefabricated wall panel 1 is integrally formed with the first protrusion 5 matching the first groove 4, and the first protrusion 5 and the first groove 4 are provided with corresponding first holes (not shown in the figure), the first bolt 6 is installed in the first hole, and three second grooves 7 are reserved on the upper and lower ends of the inner surface of the prefabricated wallboard 1, and the two second grooves 7 in the up and down directions are both Cuboid structure, the width of the second groove 7 at the lower end is greater than the width of the second groove 7 at the upper end, and the two second grooves 7 of two adjacent prefabricated wall panels 1 are snapped together to form a T-shaped receiving groove 8 , the fastening mechanism includes a fixing plate 9 and a second bolt 10, and the adjacent prefabricated wall panels 1 are fixed by the fastening mechanism, and the two ends of the laminated plate 2 are integrally formed with a receiving part 11 that matches the receiving groove 8, A second hole (not shown) for accommodating the second bolt 10 is reserved on the prefabricated wall panel 1 , the first hole and the second hole are both blind holes, and the first bolt 6 and the second bolt 10 are both expansion bolts.
本结构在使用时,首先将叠合板2的承接件搭设在下方预制墙板1的第二凹槽7内,将上方预制墙板1的第二凹槽7覆盖在承接件11的上方,从而使承接件11完全落入两个第二凹槽7扣合而成的容纳槽内,本结构设计从而无需使用多余的紧固件对预制墙板1和叠合板2的紧密连接;此时,上下相邻的预制墙板1通过第一凹槽4和第一凸起5的相互配合,使第一凹槽4自上而下对第一凸起5进行覆盖,预防雨水自上而下冲刷时,雨水从第一凹槽4和第一凸起5的缝隙中进入预制墙板1内,起到防水效果;然后,通过固定板9和第二螺栓10对上下两个预制墙板1再次进行固定,固定方式可以采用预制墙板单侧(内、外两侧)固定,即通过第二螺栓10将固定板9的上下两端固定在预制墙板1的外侧,此时第二螺栓10可以采用膨胀螺栓对固定板9进行固定;也可以采用预制墙板双侧固定,即在预制墙板1的内壁也安装有固定板9,通过第二螺栓10将内外两侧的固定板9进行固定,该结构相对第一种连接方式结构更加稳固;最后,将现浇楼板3铺设在叠合板2形成楼板。When this structure is in use, firstly, the receiving part of the laminated board 2 is placed in the second groove 7 of the lower prefabricated wallboard 1, and the second groove 7 of the upper prefabricated wallboard 1 is covered above the receiving part 11, thereby Make the receiving part 11 completely fall into the receiving groove formed by the fastening of the two second grooves 7, this structural design does not need to use redundant fasteners to tightly connect the prefabricated wallboard 1 and the laminated board 2; at this time, The upper and lower adjacent prefabricated wall panels 1 cooperate with each other through the first groove 4 and the first protrusion 5, so that the first groove 4 covers the first protrusion 5 from top to bottom, preventing rainwater from top to bottom At this time, rainwater enters the prefabricated wall panel 1 from the gap between the first groove 4 and the first protrusion 5 to play a waterproof effect; then, through the fixing plate 9 and the second bolt 10, the two prefabricated wall panels 1 are fixed again For fixing, the fixing method can be fixed on one side (inner and outer sides) of the prefabricated wallboard, that is, the upper and lower ends of the fixing plate 9 are fixed on the outer side of the prefabricated wallboard 1 by the second bolt 10. At this time, the second bolt 10 Expansion bolts can be used to fix the fixing plate 9; prefabricated wall panels can also be used to fix both sides, that is, the fixing plate 9 is also installed on the inner wall of the prefabricated wall panel 1, and the fixing plates 9 on both sides of the inner and outer sides are fixed by the second bolt 10. Fixed, the structure is more stable than the first connection method; finally, the cast-in-place floor slab 3 is laid on the laminated slab 2 to form the floor slab.
实施例二Embodiment two
本发明包括预制墙板1、叠合板2、现浇楼板3和紧固机构,叠合板2的纵截面为T型,预制墙板1外表面的上端预留第一凹槽4,预制墙板1外表面的下端一体成型与第一凹槽4相匹配的第一凸起5,第一凸起5和第一凹槽4均开设相对应的第一孔(图未示),第一孔内安装第一螺栓6,预制墙板1内表面的上端和下端均预留三个第二凹槽7,上下方向上的两种第二凹槽7均为长方体结构,下端的第二凹槽7的宽度大于上端的第二凹槽7的宽度,上下相邻两块预制墙板1的两个第二凹槽7扣合形成一个T型的容纳槽8,紧固机构包括固定板9和第二螺栓10,相邻预制墙板1之间通过紧固机构进行固定,叠合板2的两个端部一体成型与容纳槽8相匹配的承接件11,预制墙板1上预留容纳第二螺栓10的第二孔(图未示),第一孔和第二孔均为盲孔,第一螺栓6和第二螺栓10均为膨胀螺栓;预制墙板1的左端面一体成型第二凸起12,预制墙板1的右端面开设与第二凸起12相匹配的第三凹槽13,第二凸起12和第三凹槽13均为燕尾状结构。The present invention includes a prefabricated wallboard 1, a laminated board 2, a cast-in-place floor 3 and a fastening mechanism. The longitudinal section of the laminated board 2 is T-shaped. 1. The lower end of the outer surface is integrally formed with the first protrusion 5 matching the first groove 4. Both the first protrusion 5 and the first groove 4 have corresponding first holes (not shown in the figure). The first hole The first bolt 6 is installed inside, and three second grooves 7 are reserved on the upper and lower ends of the inner surface of the prefabricated wall panel 1. The width of 7 is greater than the width of the second groove 7 at the upper end, and the two second grooves 7 of two adjacent prefabricated wall panels 1 are snapped together to form a T-shaped receiving groove 8. The fastening mechanism includes a fixing plate 9 and The second bolt 10 is fixed by a fastening mechanism between adjacent prefabricated wallboards 1, and the two ends of the laminated board 2 are integrally formed with a receiving part 11 that matches the receiving groove 8, and the prefabricated wallboard 1 is reserved for accommodating the second bolt 10. The second hole (not shown) of the second bolt 10, the first hole and the second hole are blind holes, the first bolt 6 and the second bolt 10 are expansion bolts; For the protrusion 12, a third groove 13 matching the second protrusion 12 is provided on the right end surface of the prefabricated wall panel 1, and both the second protrusion 12 and the third groove 13 are dovetail-shaped structures.
本实施例与实施例的结构基本相同,不同的是:如图4所示,预制墙板1的左端面一体成型第二凸起12,预制墙板1的右端面开设与第二凸起12相匹配的第三凹槽13,第二凸起12和第三凹槽13均为燕尾状结构,本结构适合长度较长的厂房建筑使用,其在结构上增加第二凸起12和第三凹槽13的接触面积,从而实现增加相邻预制墙板的接触面积和紧固强度,同时在生产制作过程中,单个的预制墙板1结构相同,从而开发一套模具即可,有效节约生产投入成本。The structure of this embodiment is basically the same as the embodiment, the difference is: as shown in Figure 4, the left end face of the prefabricated wall panel 1 integrally forms the second protrusion 12, and the right end face of the prefabricated wall panel 1 is provided with the second protrusion 12 The matching third groove 13, the second protrusion 12 and the third groove 13 are all dovetail-shaped structures. The contact area of the groove 13 can increase the contact area and fastening strength of adjacent prefabricated wall panels. At the same time, in the production process, the single prefabricated wall panels 1 have the same structure, so it is only necessary to develop a set of molds, which can effectively save production Input costs.
实施例三Embodiment three
本发明包括预制墙板1、叠合板2、现浇楼板3和紧固机构,叠合板2的纵截面为T型,预制墙板1外表面的上端预留第一凹槽4,预制墙板1外表面的下端一体成型与第一凹槽4相匹配的第一凸起5,第一凸起5和第一凹槽4均开设相对应的第一孔(图未示),第一孔内安装第一螺栓6,预制墙板1内表面的上端和下端均预留三个第二凹槽7,第二凹槽7内预埋固定钢筋14,上下方向上的两种第二凹槽7均为长方体结构,下端的第二凹槽7的宽度大于上端的第二凹槽7的宽度,上下相邻两块预制墙板1的两个第二凹槽7扣合形成一个T型的容纳槽8,紧固机构包括固定板9和第二螺栓10,相邻预制墙板1之间通过紧固机构进行固定,叠合板2的两个端部一体成型与容纳槽8相匹配的承接件11,承接件11上预留容纳固定钢筋14的第三孔15,预制墙板1上预留容纳第二螺栓10的第二孔(图未示),第一孔和第二孔均为盲孔,第一螺栓6和第二螺栓10均为膨胀螺栓;预制墙板1的左端面一体成型第二凸起12,预制墙板1的右端面开设与第二凸起12相匹配的第三凹槽13,第二凸起12和第三凹槽13均为燕尾状结构。The present invention includes a prefabricated wallboard 1, a laminated board 2, a cast-in-place floor 3 and a fastening mechanism. The longitudinal section of the laminated board 2 is T-shaped. 1. The lower end of the outer surface is integrally formed with the first protrusion 5 matching the first groove 4. Both the first protrusion 5 and the first groove 4 have corresponding first holes (not shown in the figure). The first hole The first bolt 6 is installed inside, and three second grooves 7 are reserved on the upper and lower ends of the inner surface of the prefabricated wall panel 1, and the fixing steel bars 14 are pre-embedded in the second groove 7, and two kinds of second grooves in the up and down direction 7 are cuboid structures, the width of the second groove 7 at the lower end is greater than the width of the second groove 7 at the upper end, and the two second grooves 7 of two adjacent prefabricated wall panels 1 are fastened together to form a T-shaped The accommodating groove 8, the fastening mechanism includes a fixing plate 9 and a second bolt 10, the adjacent prefabricated wall panels 1 are fixed by the fastening mechanism, and the two ends of the laminated board 2 are integrally formed to match the accommodating groove 8 part 11, the third hole 15 for accommodating the fixing steel bar 14 is reserved on the receiving part 11, the second hole (not shown) for accommodating the second bolt 10 is reserved on the prefabricated wall panel 1, the first hole and the second hole are both Blind holes, the first bolt 6 and the second bolt 10 are expansion bolts; the left end face of the prefabricated wall panel 1 is integrally formed with the second protrusion 12, and the right end face of the prefabricated wall panel 1 is provided with the second protrusion 12 matching The three grooves 13, the second protrusion 12 and the third groove 13 are all dovetail structures.
本实施例与实施例二的结构基本相同,适合厂房类建筑使用,结构上存在的不同之处在于:如图5所示,预制墙板1的上端和下端两个第二凹槽7内均预设固定钢筋14,固定钢筋14为两根以上,本实施例选择两根,固定钢筋14的端部与预制墙板1的两个端面位于同一水平面,承接件11上预留容纳固定钢筋14的第三孔15,第三孔15为通孔。本结构通过在第二凹槽7内设置固定钢筋14,安装时可以将承接件11与上下两个方向上的固定钢筋进行插接,有效提高预制墙板1与叠合板2之间的紧固关系。The structure of this embodiment is basically the same as that of Embodiment 2, and is suitable for use in factory buildings. The difference in structure is that, as shown in FIG. The fixed steel bars 14 are preset, and there are more than two fixed steel bars 14. In this embodiment, two are selected. The ends of the fixed steel bars 14 and the two end faces of the prefabricated wall panel 1 are located on the same horizontal plane, and the receiving part 11 is reserved to accommodate the fixed steel bars 14. The third hole 15, the third hole 15 is a through hole. In this structure, by setting the fixed steel bar 14 in the second groove 7, the receiving part 11 can be plugged with the fixed steel bar in the upper and lower directions during installation, so as to effectively improve the fastening between the prefabricated wall panel 1 and the laminated panel 2 relation.
实施例四Embodiment Four
本发明包括预制墙板1、叠合板2、现浇楼板3和紧固机构,叠合板2的纵截面为T型,预制墙板1外表面的上端预留第一凹槽4,预制墙板1外表面的下端一体成型与第一凹槽4相匹配的第一凸起5,第一凸起5和第一凹槽4均开设相对应的第一孔(图未示),第一孔内安装第一螺栓6,预制墙板1内表面的上端和下端均预留三个第二凹槽7,上下方向上的两种第二凹槽7均为长方体结构,下端的第二凹槽7的宽度大于上端的第二凹槽7的宽度,上下相邻两块预制墙板1的两个第二凹槽7扣合形成一个T型的容纳槽8,紧固机构包括固定板9和第二螺栓10,相邻预制墙板1之间通过紧固机构进行固定,叠合板2的两个端部一体成型与容纳槽8相匹配的承接件11,预制墙板1上预留容纳第二螺栓10的第二孔(图未示),第一孔和第二孔均为盲孔,第一螺栓6和第二螺栓10均为膨胀螺栓;预制墙板1的左端面一体成型第二凸起12,预制墙板1的右端面开设与第二凸起12相匹配的第三凹槽13,第二凸起12和第三凹槽13均为燕尾状结构;第三凹槽内设置竖直方向的滑轨16,第二凸起12上设置与滑轨16相匹配的滑轮17。The present invention includes a prefabricated wallboard 1, a laminated board 2, a cast-in-place floor 3 and a fastening mechanism. The longitudinal section of the laminated board 2 is T-shaped. 1. The lower end of the outer surface is integrally formed with the first protrusion 5 matching the first groove 4. Both the first protrusion 5 and the first groove 4 have corresponding first holes (not shown in the figure). The first hole The first bolt 6 is installed inside, and three second grooves 7 are reserved on the upper and lower ends of the inner surface of the prefabricated wall panel 1. The width of 7 is greater than the width of the second groove 7 at the upper end, and the two second grooves 7 of two adjacent prefabricated wall panels 1 are buckled together to form a T-shaped receiving groove 8. The fastening mechanism includes a fixing plate 9 and The second bolt 10 is fixed by a fastening mechanism between adjacent prefabricated wallboards 1, and the two ends of the laminated board 2 are integrally formed with a receiving part 11 that matches the receiving groove 8, and the prefabricated wallboard 1 is reserved for accommodating the second bolt 10. The second hole (not shown) of the second bolt 10, the first hole and the second hole are blind holes, the first bolt 6 and the second bolt 10 are expansion bolts; Protrusion 12, the right end surface of the prefabricated wall panel 1 has a third groove 13 matching the second protrusion 12, the second protrusion 12 and the third groove 13 are both dovetail-shaped structures; the third groove is set The slide rail 16 in the vertical direction, the pulley 17 matched with the slide rail 16 is arranged on the second protrusion 12 .
本实施例与实施例一的结构基本相同,不同的是:如图6和图7所述,第三凹槽内开设竖直方向的滑轨16,第二凸起上内置滑轮17,滑动连接的结构设计有利于提高左右相邻的两块预制墙板的安装效率,特别是在长度较大的厂房建筑在建设过程中,可有效节约工期。The structure of this embodiment is basically the same as that of Embodiment 1, the difference is: as shown in Figure 6 and Figure 7, a vertical slide rail 16 is provided in the third groove, and a built-in pulley 17 is placed on the second protrusion, which is slidably connected. The structural design is conducive to improving the installation efficiency of the two adjacent prefabricated wall panels, especially in the construction process of long factory buildings, which can effectively save the construction period.
最后说明的是,以上实施例仅用以说明本发明的技术方案而非限制,本领域普通技术人员对本发明的技术方案所做的其他修改或者等同替换,只要不脱离本发明技术方案的精神和范围,均应涵盖在本发明的权利要求范围当中。Finally, it is noted that the above embodiments are only used to illustrate the technical solution of the present invention without limitation, other modifications or equivalent replacements made by those skilled in the art to the technical solution of the present invention, as long as they do not depart from the spirit and spirit of the technical solution of the present invention All should be included in the scope of the claims of the present invention.
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