CN1915628B - a formwork member - Google Patents
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- CN1915628B CN1915628B CN200610094859A CN200610094859A CN1915628B CN 1915628 B CN1915628 B CN 1915628B CN 200610094859 A CN200610094859 A CN 200610094859A CN 200610094859 A CN200610094859 A CN 200610094859A CN 1915628 B CN1915628 B CN 1915628B
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- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Abstract
一种模壳构件,包括上板(1)、周围侧壁(2)、下底板(3),上板(1)、周围侧壁(2)围成空腔模壳(4),在下底板(3)上有至少两个空腔模壳(4)相间排列,其周围侧壁(2)与下底板(3)构成至少一条现浇结构内肋模腔(5),空腔模壳(4)的其它外周围侧壁(2)构成现浇结构外肋或梁或墙的侧模板,其特征在于上板(1)、周围侧壁(2)或下底板(3)的基层中叠合有至少一片叠合层(6),叠合层(6)与基层叠合成整体,上板(1)、周围侧壁(2)、下底板(3)彼此之间部分或全部通过叠合层(6)相互连接围合成空腔体,下底板(3)伸出周围侧壁(2)构成有挑板(20)。适用于现浇钢筋砼或预应力钢筋砼的空心楼盖、屋盖、墙体、基础底板以及空腹桥梁使用。
A formwork component, comprising an upper plate (1), surrounding side walls (2), and a lower bottom plate (3), the upper plate (1), the surrounding side walls (2) form a cavity formwork (4), and the lower bottom plate (3) There are at least two cavity formworks (4) arranged alternately, and the surrounding side walls (2) and lower bottom plate (3) form at least one rib cavity (5) in the cast-in-place structure, and the cavity formwork ( 4) The other outer peripheral side walls (2) form the side formwork of the cast-in-place structure outer ribs or beams or walls, which are characterized in that the base layer of the upper plate (1), the surrounding side walls (2) or the lower bottom plate (3) At least one laminated layer (6) is combined, and the laminated layer (6) is laminated with the base layer as a whole, and the upper plate (1), the surrounding side walls (2), and the lower bottom plate (3) are partially or completely laminated to each other. The layers (6) are connected to each other to form a hollow body, and the lower bottom plate (3) protrudes from the surrounding side walls (2) to form a pick-up plate (20). It is suitable for hollow floors, roofs, walls, foundation slabs and hollow bridges of cast-in-place reinforced concrete or prestressed reinforced concrete.
Description
本申请为申请日为2003年10月1日、申请号为200610067220.1名称为“一种模壳构件”的发明专利申请的分案申请。This application is a divisional application of an invention patent application named "a formwork component" with the application date of October 1, 2003 and the application number 200610067220.1.
(一)技术领域(1) Technical field
本发明涉及一种模壳构件。The present invention relates to a formwork member.
(二)背景技术(2) Background technology
目前,现浇砼空心楼盖是应用较广的楼盖结构形式,其内填充的轻质永久胎模有空心管和空腔模壳构件。如申请人于1999年11月29日申请的专利号为ZL99249798.1、名称为“钢筋砼填充用纤维增强型薄壁构件”实用新型专利,它公开了一种薄壁模壳构件,包括上板、周围侧壁、下底,上板、周围侧壁、下底围成多面体空腔。又如申请人于2001年11月23日申请的申请号为01140106.0、公开号为CN1356442、名称为“一种现浇钢筋砼楼板用空腔结构模壳”发明专利申请,它公开的模壳构件包括“上板、周围侧壁、下底,上板、周围侧壁、下底围成多面体空腔模壳构件,这种空腔模壳构件具有重量轻、强度高、结构简单、施工运输方便等特点。又如申请人于2001年11月15日申请了公开号为CN1349028A、名称为“一种空间结构楼盖用组合肋空腔构件”发明专利,它公开的空腔构件包括有模壳和结构底板,空腔模壳与结构底板连接成整体,其特征在于结构底板上至少有2个空腔模壳相间排列,其侧面与结构底板构成至少一条现浇结构次肋模腔,空腔模壳的其它外侧面构成现浇结构主肋或梁或墙的侧模板。这种空腔模壳构件的结构底板上有至少2个空腔模壳和至少1条现浇结构次肋模腔,在结构底板上就能形成现浇的结构次肋,共同参与结构底板、主肋、上板的受力,形成双向主肋次肋受力结构,应用于现浇砼空心楼盖后,提高了楼盖的整体性能、抗震性能,减少了楼盖的厚度,减轻了结构自重,降低了成本,提高了楼盖的施工速度和施工效率。但是,这种模壳构件生产时制作不方便,生产效率低,不便于流水线生产,相应成本高,因此,研制一种新型的模壳构件已为急需。At present, the cast-in-place concrete hollow floor is a widely used floor structure, and the lightweight permanent tire mold filled in it includes hollow tubes and cavity formwork components. For example, the patent No. ZL99249798.1, which the applicant applied for on November 29, 1999, is a utility model patent named "fiber-reinforced thin-walled member for reinforced concrete filling", which discloses a thin-walled formwork member, including an upper plate, The surrounding side walls, the lower bottom, and the upper plate, the surrounding side walls and the lower bottom form a polyhedral cavity. Another example is that the application number applied by the applicant on November 23, 2001 is 01140106.0, the publication number is CN1356442, and the name is called "a kind of cavity structure formwork for cast-in-place reinforced concrete floor slab" patent application for invention. The formwork member disclosed by it Including "the upper plate, the surrounding side walls, and the lower bottom, the upper plate, the surrounding side walls, and the lower bottom form a polyhedral cavity formwork member. This cavity formwork member has the advantages of light weight, high strength, simple structure, and convenient construction and transportation. and other characteristics. Another example is that the applicant applied for a publication number of CN1349028A on November 15, 2001, and the name is called "a kind of composite rib cavity member for a space structure floor", and the cavity member disclosed by it includes a formwork And the structural bottom plate, the cavity formwork is connected with the structural bottom plate as a whole, which is characterized in that there are at least two cavity formworks arranged alternately on the structural bottom plate, and its side and the structural bottom plate form at least one cast-in-place structural secondary rib cavity, the cavity The other outer sides of the formwork form the side formwork of the main rib or beam or wall of the cast-in-place structure. There are at least 2 cavity formwork and at least 1 cast-in-place structure secondary rib cavity on the structural bottom plate of this cavity formwork member , the cast-in-place structural secondary ribs can be formed on the structural bottom plate, and jointly participate in the stress of the structural bottom plate, main ribs, and upper slabs to form a two-way main rib and secondary rib stress structure. After being applied to the cast-in-place concrete hollow floor, the improvement Improve the overall performance and seismic performance of the floor, reduce the thickness of the floor, reduce the structural weight, reduce the cost, and improve the construction speed and construction efficiency of the floor. However, the production of this formwork member is inconvenient. The production efficiency is low, it is not convenient for assembly line production, and the corresponding cost is high. Therefore, it is urgent to develop a new type of formwork member.
(三)发明内容(3) Contents of the invention
本发明的目的在于提供一种模壳构件,具有制作容易、生产效率高、成本低等特点。The object of the present invention is to provide a formwork member, which has the characteristics of easy manufacture, high production efficiency and low cost.
本发明的解决方案是在现有技术的基础上,包括上板、周围侧壁、下底板,上板、周围侧壁围成空腔模壳,在下底板上有至少两个空腔模壳相间排列,其周围侧壁与下底板构成至少一条现浇结构内肋模腔,空腔模壳的其它外周围侧壁构成现浇结构外肋或梁或墙的侧模板,其特征在于上板、周围侧壁或下底板的基层中叠合有至少一片叠合层,叠合层与基层叠合成整体,上板、周围侧壁、下底板彼此之间部分或全部通过叠合层相互连接围合成空腔体,下底板伸出周围侧壁构成有挑板.这样,在模壳构件制作时,由于设置有叠合层,可先制作一面开口的模壳构件,然后,将开口面朝上,将叠合层悬挂或放置于开口面上,再封堵开口面,待料浆硬化后,养护至规定龄期,即可得到基层叠合有叠合层的模壳构件,其制作容易、生产效率高,相应成本低,此外,空腔模壳构件还具有结构简单、强度高、抗变形、抗振动性能优良、施工方便、施工速度快等特点,上板、周围侧壁、下底板彼此之间通过叠合层相互连接围合模壳构件整体,可预先生产各部件,提高生产效率,方便模壳构件的各组成部件的搬运,模壳构件既可在生产时组装,也可以在施工现场进行组装,从而提高生产效率,降低材料损耗,降低生产成本,从而达到了本发明的目的,适用于现浇钢筋砼或预应力钢筋砼的空心楼盖、屋盖、墙体、基础底板以及空腹桥梁使用,尤其适用于空心无梁楼盖使用.The solution of the present invention is based on the prior art, including the upper plate, the surrounding side walls, and the lower bottom plate. The upper plate and the surrounding side walls form a cavity formwork, and there are at least two cavity formworks on the lower base plate. Arranged, the surrounding side walls and the lower bottom plate form at least one cast-in-place structure inner rib mold cavity, and the other outer peripheral side walls of the cavity formwork form the side formwork of the cast-in-place structure outer ribs or beams or walls, which are characterized in that the upper plate, At least one superimposed layer is superimposed on the base layer of the surrounding side wall or the lower floor, and the laminated layer is laminated with the base layer to form a whole. The hollow body and the lower bottom plate protrude from the surrounding side walls to form a pick plate. In this way, when the formwork member is made, due to the laminated layer, the formwork member with one side opening can be made first, and then the opening face upwards, Hang or place the laminated layer on the opening surface, and then seal the opening surface. After the slurry is hardened and cured to the specified age, the formwork member with the laminated layer laminated on the base layer can be obtained. It is easy to manufacture and easy to produce. High efficiency and low cost. In addition, the cavity formwork member also has the characteristics of simple structure, high strength, excellent deformation resistance, vibration resistance, convenient construction, and fast construction speed. The formwork components are connected to each other through the laminated layers, which can pre-produce each part, improve production efficiency, and facilitate the handling of the components of the formwork components. The formwork components can be assembled during production or at the construction site. Assembled, thereby improving production efficiency, reducing material loss, reducing production costs, thereby achieving the purpose of the present invention, suitable for hollow floors, roofs, walls, foundation slabs and empty stomachs of cast-in-place reinforced concrete or prestressed reinforced concrete It is suitable for use in bridges, especially for hollow beamless floors.
本发明的特征还在于所述的叠合层与基层材质相同或不同。这样,当叠合层与基层材质相同时,两者结合亲合力更好,使二者能更好地融为一体,使模壳构件具有更好的整体性能;当叠合层与基层材质不同时,便于选择更为经济的材料作为叠合层,有利于降低生产成本,提高模壳构件的强度与刚度。The present invention is also characterized in that the materials of the laminated layer and the base layer are the same or different. In this way, when the material of the superimposed layer and the base layer are the same, the binding affinity of the two is better, so that the two can be better integrated, so that the formwork member has better overall performance; when the material of the laminated layer and the base layer are different At the same time, it is convenient to select a more economical material as the laminated layer, which is beneficial to reduce the production cost and improve the strength and rigidity of the formwork member.
本发明的特征还在于所述的叠合层位于空腔模壳的封闭空腔的外侧或内侧。这样,可方便模壳构件的生产制作,降低生产难度,提高生产效率,有利于降低成本。The invention is also characterized in that said lamination layer is located on the outside or inside of the closed cavity of the cavity formwork. In this way, the production of the formwork components can be facilitated, the production difficulty can be reduced, the production efficiency can be improved, and the cost can be reduced.
本发明的特征还在于所述的叠合层与基层之间以胶结、咬合、焊合、压合、螺钉连接、铆合的方式叠合成整体。这样,叠合层与基层之间的叠合方式多样化,使叠合层与基层之间的连接叠合更加方便,可满足各种不同场合下的应用需要。The present invention is also characterized in that the laminated layer and the base layer are laminated into a whole in the manner of gluing, occlusal, welding, pressing, screwing and riveting. In this way, the lamination methods between the laminated layer and the base layer are diversified, which makes the connection and lamination between the laminated layer and the base layer more convenient, and can meet the application requirements in various occasions.
本发明的特征还在于所述的叠合层与下底板叠合。这样,模壳构件的整体性更好,强度更高,生产制作更为方便简单,并可大大降低模壳构件的制作难度。The present invention is also characterized in that the laminated layer is laminated with the lower base plate. In this way, the integrality of the formwork member is better, the strength is higher, the production is more convenient and simple, and the difficulty of manufacturing the formwork member can be greatly reduced.
本发明的特征还在于所述的叠合层为胶凝材料轻骨料砼层。这样,采用轻骨料砼制作的叠合层强度高,刚度大,而且模壳构件的重量轻。The present invention is also characterized in that the laminated layer is a lightweight aggregate concrete layer of cementitious material. In this way, the superimposed layer made of lightweight aggregate concrete has high strength and high rigidity, and the formwork member is light in weight.
本发明的特征还在于所述的叠合层为胶凝材料加气砼层。这样,模壳构件的重量更轻、强度更大。The present invention is also characterized in that the laminated layer is an air-entrained concrete layer of cementitious material. In this way, the formwork members are lighter in weight and stronger.
本发明的特征还在于所述的叠合层为泡沫塑料层。这样,模壳构件的制作工艺更简单,生产速度更快,成本更低,便于模壳构件的推广应用。The present invention is also characterized in that said laminated layer is a foamed plastic layer. In this way, the manufacturing process of the formwork component is simpler, the production speed is faster, and the cost is lower, which is convenient for popularization and application of the formwork component.
本发明的特征还在于所述的上板、周围侧壁、下底板或叠合层中含有增强物,或者有增强物露出,或者各自中的增强物伸入相邻的基体中相互拉结。增强物为丝、筋细长构件,或丝、筋细长构件编织或纺织的布和网,或无纺胶粘布、网,或二者以上组合,如增强物可为钢筋、钢丝、钢筋网、钢丝网、纤维、纤维丝束、纤维网格布、无纺布、金属薄条带、有孔薄条带、包装带、编织带等中的至少一种。由于上板、周围侧壁、下底板、挑板或叠合层中含有增强物,因而,它们的强度高、刚度大;若有增强物露出,则与现浇砼粘结更牢,相应形成的现浇砼空心结构整体性更好;若增强物伸入相邻的基体中相互拉结,则模壳构件的整体性更好,强度更高,刚度更大。同时,增强物的种类多,便于设计与生产制作模壳构件时增强物的选用,有利于降低材料成本,以满足各种不同场合的需要。The present invention is also characterized in that the upper plate, the surrounding side walls, the lower bottom plate or the lamination layer contain reinforcements, or the reinforcements are exposed, or the reinforcements in each extend into the adjacent matrix and tie each other. Reinforcement is filament, tendon slender member, or silk, tendon slender member woven or woven cloth and net, or non-woven adhesive cloth, net, or a combination of the two or more, such as reinforcement can be steel bar, steel wire, steel bar At least one of net, steel wire mesh, fiber, fiber tow, fiber mesh cloth, non-woven fabric, thin metal strip, thin strip with holes, packing tape, braided tape, etc. Since the upper plate, the surrounding side walls, the lower floor, the pick-up plate or the laminated layer contain reinforcements, they have high strength and high rigidity; if the reinforcements are exposed, they will be more firmly bonded to the cast-in-place concrete and form The integrity of the cast-in-place concrete hollow structure is better; if the reinforcements extend into the adjacent matrix and tie each other, the integrity of the formwork components is better, the strength is higher, and the stiffness is greater. At the same time, there are many types of reinforcements, which is convenient for the selection of reinforcements in the design and production of formwork components, and is conducive to reducing material costs to meet the needs of various occasions.
本发明的特征还在于所述的空腔模壳的水平剖面或竖向剖面形状为长方形、正方形、多边形、弧角多边形、倒角多边形、多弧边形、波纹形或圆形。这样,模壳构件形状的多样化,使模壳构件应用于现浇砼空心楼盖中后,相应形成了各种不同形状的现浇砼结构,从而使得现浇砼空心楼盖的结构更为合理,方便了设计与施工单位选用。The present invention is also characterized in that the horizontal section or vertical section shape of the cavity formwork is rectangular, square, polygonal, arc-angled polygon, chamfered polygon, polygonal arc-shaped, corrugated or circular. In this way, the diversification of the shape of the formwork components, after the formwork components are applied to the cast-in-place concrete hollow floor, various cast-in-place concrete structures of different shapes are formed accordingly, so that the structure of the cast-in-place concrete hollow floor is more stable. Reasonable and convenient for design and construction units to choose.
本发明的特征还在于所述的模壳构件上还设置有阴角、倒角、凹槽、凹坑、孔洞、凸台模块、凸条或者阳角.这样,当模壳构件应用于现浇砼空心楼盖中后,现浇砼浇入阴角、倒角、凹槽、凹坑、孔洞中,相应可形成局部的现浇砼加强构造;模壳构件上设置的凸台模块、凸条、阳角可将楼盖中不受力的砼抽空,进一步减轻楼盖自身的重量,节约砼的用量,降低楼盖的成本,同时也改善楼盖的性能.The present invention is also characterized in that the formwork component is also provided with internal corners, chamfers, grooves, pits, holes, boss modules, convex lines or external corners. In this way, when the formwork component is applied to cast-in-place After the concrete hollow floor is placed, the cast-in-place concrete is poured into the inner corners, chamfers, grooves, pits, and holes, and a local cast-in-place concrete reinforcement structure can be formed accordingly; the boss modules and convex strips set on the formwork components , The positive angle can evacuate the unstressed concrete in the floor, further reduce the weight of the floor itself, save the amount of concrete, reduce the cost of the floor, and improve the performance of the floor at the same time.
本发明的特征还在于所述的阴角、倒角、凹槽、孔洞、凸条自身或彼此之间呈平行、相交设置或形成网格。这样,当模壳构件应用于现浇砼空心楼盖中后,模壳构件上的倒角、阴角、凹槽、孔洞、凸条自身或相互呈平行、正交、斜交或立交设置或形成网格,在上述部位浇筑砼后,相应形成了平行、正交、斜交或立交的现浇砼加强构造,大大改善了现浇砼空心楼盖的力学性能。The present invention is also characterized in that the internal angles, chamfers, grooves, holes, and ridges are arranged in parallel or intersect with each other or form a grid. In this way, when the formwork components are applied to the cast-in-place concrete hollow floor, the chamfers, internal corners, grooves, holes, and convex lines on the formwork components themselves or are parallel, orthogonal, oblique or vertically arranged or Grids are formed, and after the concrete is poured at the above-mentioned parts, corresponding cast-in-place concrete strengthening structures in parallel, orthogonal, oblique or overpass are formed, which greatly improves the mechanical properties of the cast-in-place concrete hollow floor.
本发明的特征还在于所述的模壳构件的封闭空腔设置有加劲肋、加劲杆或加强筋,或者有加劲肋、加劲杆或加强筋露出模壳构件外,或者加劲肋、加劲杆、加强筋上还有增强物露出,或者加劲肋、加劲杆、加强筋与基层叠合或叠合后露筋、网增强物,或者加劲肋、加劲杆、加强筋叠合有叠合层。这样,当模壳构件应用于现浇砼空心楼盖中后,模壳构件内设置的加劲肋、加劲杆、加强筋或者外露的加劲肋、加劲杆、加强筋可以和现浇砼形成现浇与预制相结合的复合结构,优化了现浇砼空心楼盖内部受力体系。若其上还有增强物露出,则模壳构件与现浇砼粘结更牢,楼盖的整体性更好;若叠合有叠合层,则加劲肋、加劲杆、加强筋的制作更方便,强度也更高。The present invention is also characterized in that the closed cavity of the formwork member is provided with stiffeners, stiffeners or ribs, or the stiffeners, stiffeners or ribs are exposed outside the formwork member, or the stiffeners, stiffeners, There are reinforcements exposed on the stiffeners, or the stiffeners, stiffeners, and stiffeners are laminated with the base layer or the reinforcements and mesh reinforcements are exposed after lamination, or the stiffeners, stiffeners, and ribs are laminated with a laminated layer. In this way, when the formwork components are applied to the cast-in-place concrete hollow floor, the stiffeners, stiffeners, ribs or exposed stiffeners, stiffeners, and ribs arranged in the formwork components can form a cast-in-place concrete structure with the cast-in-place concrete. The composite structure combined with prefabrication optimizes the internal stress system of the cast-in-place concrete hollow floor. If there are reinforcements exposed on it, the formwork components and cast-in-place concrete will be bonded more firmly, and the integrity of the floor will be better; Convenience and higher strength.
本发明的特征还在于所述的模壳构件的封闭空腔内设置有轻质材料。这样,大大提高了模壳构件的抗冲击性能,减少了产品在施工应用过程中的破损率。同时,还使模壳构件具有更好的隔音、隔热、保温性能;轻质材料可为泡沫塑料、膨胀珍珠岩、膨胀蛭石、发泡或加气轻质砼、岩棉、矿棉、玻璃棉、陶粒或陶粒砼等,其轻质材料种类的多样性,便于生产时就近取材,有利于降低生产成本。The present invention is also characterized in that lightweight materials are arranged in the closed cavity of the formwork member. In this way, the impact resistance of the formwork components is greatly improved, and the damage rate of the product during construction and application is reduced. At the same time, it also makes the formwork components have better sound insulation, heat insulation, and thermal insulation properties; lightweight materials can be foamed plastics, expanded perlite, expanded vermiculite, foamed or aerated lightweight concrete, rock wool, mineral wool, Glass wool, ceramsite or ceramsite concrete, etc., the diversity of light material types makes it easy to obtain nearby materials during production, which is conducive to reducing production costs.
本发明的特征还在于所述的模壳构件的上板或周围侧壁或下底板的壁为轻质材料。这样,轻质材料制作的壁的模壳构件重量轻,在其应用于现浇砼空心楼盖中时,运输、安装方便,施工难度和劳动强度大大降低,有利于提高施工速度,降低楼盖的制作成本。The invention is also characterized in that the upper plate or surrounding side walls or the walls of the lower floor of said formwork members are made of lightweight material. In this way, the formwork member of the wall made of light material is light in weight. When it is applied to the cast-in-situ concrete hollow floor, it is convenient to transport and install, and the construction difficulty and labor intensity are greatly reduced, which is conducive to improving the construction speed and reducing the floor. production cost.
本发明的特征还在于所述的上板或周围侧壁为可拆卸的活动部件,或者上板或周围侧壁上有可拆卸的活动部件。这样,可随时方便检查模壳构件内部的情况,同时也可随时在模壳构件的内部部分或全部填充轻质材料,或者在模壳构件内部安装其它部件,如接线盒、水电管线、消防淋喷头等。The present invention is also characterized in that the upper plate or the surrounding side walls are detachable movable parts, or there are detachable movable parts on the upper plate or the surrounding side walls. In this way, it is convenient to check the situation inside the formwork member at any time, and at the same time, it is also possible to partially or completely fill the interior of the formwork member with light materials, or install other components inside the formwork member, such as junction boxes, water and electricity pipelines, and fire sprinklers. Nozzle etc.
本发明的特征还在于所述的模壳构件的上板或周围侧壁的外表面为波纹形、锯齿形或者糙面外表面。这样,空腔体的上板、周围侧壁的外表面中的至少一个为波纹形、锯齿形、拉毛形或者糙面外表面,大大提高了模壳构件与现浇砼之间的结合力,同时也改善了楼盖的吊挂性能和整体性能。The present invention is also characterized in that the outer surface of the upper plate or the surrounding side wall of the formwork member is a corrugated, zigzag or rough outer surface. In this way, at least one of the outer surfaces of the upper plate and the surrounding side walls of the cavity is corrugated, zigzag, roughened or rough, which greatly improves the bonding force between the formwork member and the cast-in-place concrete, At the same time, the hanging performance and overall performance of the floor are improved.
本发明的特征还在于底板伸出周围侧壁构成有挑板,或者挑板还叠合有叠合层。这样,当模壳构件应用于现浇砼空心楼盖中时,向外伸出的挑板可代替施工模板,降低模板损耗,降低材料成本,同时可省去模板安装工序,加快施工速度,提高施工效率。The present invention is also characterized in that the bottom plate protrudes from the surrounding side walls to form a pick plate, or the pick plate is also superimposed with a laminated layer. In this way, when the formwork components are applied to the cast-in-place concrete hollow floor, the protruding pick-up plates can replace the construction formwork, reduce formwork loss, reduce material costs, save formwork installation procedures, speed up construction, and improve construction efficiency.
本发明的特征还在于所述的模壳构件上设置有定位构件。定位构件可为拉环、拉钩、铁丝、支撑脚、小凸块、小凸钉或其它装置。这样,当模壳构件应用于现浇砼空心楼盖中后,可对模壳构件进行准确定位,防止模壳构件在浇筑砼时上浮、移位等现象产生,同时,也可对钢筋进行限位,有效地保证了楼盖的浇筑质量。The present invention is also characterized in that a positioning member is provided on the formwork member. The positioning member can be a pull ring, a pull hook, an iron wire, a supporting foot, a small protrusion, a small convex nail or other devices. In this way, when the formwork components are applied to the cast-in-situ concrete hollow floor, the formwork components can be accurately positioned to prevent the formwork components from floating and shifting when pouring concrete. At the same time, the steel bars can also be restricted. Position, effectively guarantee the pouring quality of the floor.
本发明的特征还在于所述的模壳构件上设置有模壳构件之间彼此连接的连接件.连接件可为钢筋、钢筋网、钢丝、钢丝网、角钢、槽钢、L型钢、T型钢、卡套、螺栓、公母槽、承插件、锯齿件、凸槽、凹槽、卡口、卡套、孔洞、预埋铁件等.这样,当模壳构件应用于现浇砼空心楼盖中后,模壳构件上设置的连接件能够有效、可靠地控制模壳构件之间的距离,控制现浇砼肋的宽度和高度,保证楼盖内部结构的浇筑质量;同时,也有利于模壳构件彼此之间的连接定位,或者构成成组构件,加快施工速度.The present invention is also characterized in that the formwork components are provided with connectors that connect each other between the formwork components. The connectors can be steel bars, steel mesh, steel wire, steel wire mesh, angle steel, channel steel, L-shaped steel, T-shaped steel , ferrules, bolts, male and female grooves, sockets, sawtooth parts, convex grooves, grooves, bayonets, ferrules, holes, embedded iron parts, etc. In this way, when the formwork components are applied to cast-in-place concrete hollow floors In the middle and rear, the connectors set on the formwork components can effectively and reliably control the distance between the formwork components, control the width and height of the cast-in-place concrete ribs, and ensure the pouring quality of the internal structure of the floor; at the same time, it is also beneficial to the formwork The connection and positioning of shell members with each other, or the formation of group members, speeds up the construction.
本发明的特征还在于所述的下底板或叠合层为水泥砂浆、砼、轻质砼、聚合物砼或聚合物砂浆的下底板或叠合层,空腔模壳的上板或周围侧壁的壁或叠合层为水泥纤维、水泥纤维网、水泥钢筋网、水泥钢丝网、砼板、木胶板、塑料、金属压型板、轻质砼的壁或叠合层。这样,下底、上板和周围侧壁制作材料的多样化,可使模壳构件充分满足各种不同情况的需要,有利于降低产品成本。The present invention is also characterized in that the lower base plate or laminated layer is the lower base plate or laminated layer of cement mortar, concrete, lightweight concrete, polymer concrete or polymer mortar, and the upper plate or surrounding side of the cavity formwork The wall or laminated layer of the wall is the wall or laminated layer of cement fiber, cement fiber mesh, cement steel mesh, cement steel wire mesh, concrete board, wood plywood, plastic, metal profiled board, and lightweight concrete. In this way, the diversification of materials for the lower bottom, the upper plate and the surrounding side walls can make the formwork components fully meet the needs of various situations, which is conducive to reducing product costs.
本发明的特征还在于上板、周围侧壁、下底板或者叠合层是由多层粘有胶凝材料的筋或网的增强物叠合而成。这样,由多层粘有胶凝材料的筋或网的增强物叠合而成的上板、周围侧壁、下底板或者叠合层,具有强度高、刚度大、重量轻等特点,相应模壳构件在码放、运输和施工安装过程中更不易破损。The invention is also characterized in that the upper panel, surrounding side walls, lower floor or laminate are laminated of reinforcements of multiple layers of tendons or webs of cementitious material bonded thereto. In this way, the upper plate, the surrounding side walls, the lower floor or the laminated layer formed by laminating the reinforcements of the ribs or the mesh with the cementitious material have the characteristics of high strength, high rigidity, and light weight. Shell members are less likely to be damaged during stacking, transportation and construction installation.
本发明的特征还在于所述的叠合层本身为至少两层叠合的复合叠合层。这样,由多层叠合复合而成的叠合层具有良好的抗冲击性能,可大幅度降低模壳构件的损耗率,同时制作更容易、方便,有利于降低成本。The present invention is also characterized in that the laminated layer itself is a composite laminated layer of at least two laminated layers. In this way, the laminated layer formed by laminating multiple layers has good impact resistance, which can greatly reduce the loss rate of the formwork member, and at the same time, it is easier and more convenient to manufacture, which is beneficial to reduce the cost.
本发明的特征还在于所述的叠合层本身为至少两种材料叠合的复合叠合层。这样,叠合层由至少二种材料叠合而成,因而制作更容易、方便,有利于降低成本。The present invention is also characterized in that the laminated layer itself is a composite laminated layer in which at least two materials are laminated. In this way, the laminated layer is made of at least two kinds of materials laminated, so the manufacture is easier and more convenient, and it is beneficial to reduce the cost.
本发明的特征还在于上板、周围侧壁或下底板与叠合层为一体成型的整体,上板、周围侧壁、下底板彼此之间部分或全部通过叠合层相互连接围合成空腔体。这样,上板、周围侧壁、下底板中的至少一个与叠合层为一体成型的整体,因而模壳构件各部件可分别生产制作,通过各部件上的叠合层彼此可组装成模壳构件整体,既可在生产厂家组装,也可在施工现场组装,从而可大大提高生产效率,方便搬运与施工,降低模壳构件的损耗率。The present invention is also characterized in that the upper plate, the surrounding side walls or the lower bottom plate and the superimposed layer are integrally formed as a whole, and the upper plate, the surrounding side walls, and the lower bottom plate are partially or completely connected to each other through the superimposed layer to form a cavity body. In this way, at least one of the upper plate, the surrounding side walls, and the lower bottom plate and the laminated layer are integrally formed as a whole, so that each part of the formwork member can be produced separately, and the laminated layers on each part can be assembled into a formwork The whole component can be assembled at the manufacturer or at the construction site, which can greatly improve production efficiency, facilitate handling and construction, and reduce the loss rate of formwork components.
本发明的特征还在于上板、周围侧壁、下底板彼此之间通过叠合层相互连接围合成空腔体。这样,上板、周围侧壁、下底板彼此之间通过叠合层相互连接围合模壳构件整体,可预先生产各部件,提高生产效率,方便模壳构件的各组成部件的搬运,模壳构件既可在生产时组装,也可以在施工现场进行组装,从而提高生产效率,降低材料损耗,降低生产成本。The present invention is also characterized in that the upper plate, the surrounding side walls, and the lower bottom plate are connected to each other through the lamination layer to form a hollow body. In this way, the upper plate, the surrounding side walls, and the lower bottom plate are connected to each other through the laminated layer to enclose the whole formwork member, so that each part can be produced in advance, the production efficiency is improved, and the handling of each component part of the formwork member is facilitated. Components can be assembled during production or at the construction site, thereby improving production efficiency, reducing material loss, and reducing production costs.
本发明的特征还在于模壳构件上设置有搬运件。搬运件可为提手、吊钩、吊环或其它装置。这样,可十分方便地将模壳构件码放、转运、吊装和施工,降低了上述工序的工作难度和工作强度,有利于提高施工效率,降低施工成本。The invention is also characterized in that carriers are provided on the formwork members. The carrier can be handles, hooks, rings or other devices. In this way, the formwork members can be stacked, transported, hoisted and constructed very conveniently, which reduces the difficulty and intensity of the work in the above-mentioned processes, is conducive to improving the construction efficiency and reducing the construction cost.
(四)附图说明(4) Description of drawings
图1是本发明实施例1的结构示意图。附图中,1为上板,2为周围侧壁,3为下底板,4为空腔模壳,5为内肋模腔,6为叠合层,以下各附图,编号相同的,其说明相同。如图1所示,上板1、周围侧壁2围成空腔模壳4,两个空腔模壳4在下底板3上相间排列构成内肋模腔5,其下底板3上叠合有叠合层6,叠合层6与基层叠合成整体。Fig. 1 is a schematic structural diagram of
图2是本发明实施例2的结构示意图,上板1、周围侧壁2围成空腔模壳4,两个空腔模壳4在下底板3上相间排列构成内肋模腔5,下底板3上叠合有叠合层6,其叠合层6与基层材质相同.Fig. 2 is the structural representation of
图3是本发明实施例3的结构示意图,上板1、周围侧壁2围成空腔模壳4,两个空腔模壳4在下底板3上相间排列构成内肋模腔5,上板1上叠合有叠合层6,其叠合层6位于空腔模壳4的封闭空腔的外侧。Fig. 3 is the structural representation of
图4是本发明实施例4的结构示意图,上板1、周围侧壁2围成空腔模壳4,两个空腔模壳4在下底板3上相间排列构成内肋模腔5,下底板3上叠合有叠合层6,其叠合层6与基层之间以粘合的方式叠合而整体。Fig. 4 is the structural representation of
图5是本发明实施例5的结构示意图,上板1、周围侧壁2围成空腔模壳4,两个空腔模壳4在下底板3上相间排列构成内肋模腔5,下底板3上叠合有叠合层6,其上板1、周围侧壁2和下底板3中均含有增强物7,图示上板1和周围侧壁2内的增强物7为纤维网格布,下底板3内设置的增强物7为钢丝网,钢丝网还从底板3伸出的挑板20的上面露出。Fig. 5 is the structural representation of
图6是本发明实施例6的结构示意图,上板1、周围侧壁2围成空腔模壳4,两个空腔模壳4在下底板3上相间排列构成内肋模腔5,下底板3上叠合有叠合层6,其空腔模壳4的水平剖面形状为多边形。Fig. 6 is the structural representation of
图7是本发明实施例7的结构示意图,上板1、周围侧壁2围成空腔模壳4,两个空腔模壳4在下底板3上相间排列构成内肋模腔5,下底板3上叠合有叠合层6,其模壳构件上还同时设置有倒角9、凹槽10、凹坑11、孔洞12、凸台模块13和阳角15。Fig. 7 is the structural representation of embodiment 7 of the present invention,
图8是本发明实施例8的结构示意图,上板1、周围侧壁2围成空腔模壳4,两个空腔模壳4在下底板3上相间排列构成内肋模腔5,下底板3上叠合有叠合层6,其模壳构件上还同时设置有阴角8、倒角9、凹槽10和凸条14。Fig. 8 is a schematic structural view of Embodiment 8 of the present invention, the
图9是本发明实施例9的结构示意图,上板1、周围侧壁2围成空腔模壳4,两个空腔模壳4在下底板3上相间排列构成内肋模腔5,下底板3上叠合有叠合层6,其模壳构件的封闭空腔内还同时设置有加劲肋16、加劲杆17和加强筋18,同时,加劲肋16和加劲杆17还有部分露出模壳构件的外部。Fig. 9 is a schematic structural view of Embodiment 9 of the present invention. The
图10是本发明实施例10的结构示意图,上板1、周围侧壁2围成空腔模壳4,多个空腔模壳4在下底板3上相间排列构成内肋模腔5,下底板3上叠合有叠合层6,其模壳构件的封闭空腔内设置有轻质材料19,图示轻质材料19为膨胀珍珠岩。Fig. 10 is a schematic structural view of
图11是本发明实施例11的结构示意图,上板1、周围侧壁2围成空腔模壳4,多个空腔模壳4在下底板3上相间排列构成内肋模腔5,下底板3上叠合有叠合层6,其上板1和周围侧壁2的壁为轻质材料19制成的壁,图示轻质材料19为陶粒砼。Fig. 11 is a schematic structural view of Embodiment 11 of the present invention. The
图12是本发明实施例12的结构示意图,上板1、周围侧壁2围成空腔模壳4,多个空腔模壳4在下底板3上相间排列构成内肋模腔5,下底板3上叠合有叠合层6,其上板1为活动可拆卸的扣合盖板。Fig. 12 is a schematic structural view of
图13是本发明实施例13的结构示意图,上板1、周围侧壁2围成空腔模壳4,多个空腔模壳4在下底板3上相间排列构成内肋模腔5,下底板3上叠合有叠合层6,其上板1和周围侧壁2的外表面为糙面外表面。Fig. 13 is a schematic structural view of
图14是本发明实施例14的结构示意图,上板1、周围侧壁2围成空腔模壳4,多个空腔模壳4在下底板3上相间排列构成内肋模腔5,其下底板3伸出周围侧壁2构成挑板20,挑板20和上板1上叠合有叠合层6。Fig. 14 is a schematic structural view of Embodiment 14 of the present invention. The
图15是本发明实施例15的结构示意图,上板1、周围侧壁2围成空腔模壳4,从个空腔模壳4在下底板3上相间排列构成内肋模腔5,下底板3上叠合有叠合层6,其模壳构件上设置有定位构件21,图示定位构件21为小凸块。Fig. 15 is a schematic structural view of Embodiment 15 of the present invention. The
图16是本发明实施例16的结构示意图,上板1、周围侧壁2围成空腔模壳4,多个空腔模壳4在下底板3上相间排列构成内肋模腔5,下底板3上叠合有叠合层6,其模壳构件上设置有模壳构件之间彼此连接的连接件22。Fig. 16 is a schematic structural view of
图17是本发明实施例17的结构示意图,上板1、周围侧壁2围成空腔模壳4,多个空腔模壳4在下底板3上相间排列构成内肋模腔5,下底板3上叠合有叠合层6,其上板1为多层粘有胶凝材料的网状增强物7叠合而成。Fig. 17 is a structural schematic diagram of Embodiment 17 of the present invention. The
图18是本发明实施例18的结构示意图,上板1、周围侧壁2围成空腔模壳4,多个空腔模壳4在下底板3上相间排列构成内肋模腔5,下底板3上叠合有叠合层6,其叠合层6本身为多层材料叠合的复合叠合层。Fig. 18 is a schematic structural view of Embodiment 18 of the present invention. The
图19是本发明实施例19的结构示意图,上板1、周围侧壁2围成空腔模壳4,多个空腔模壳4在下底板3上相间排列构成内肋模腔5,其下底板3与叠合层6为一体成型的整体,上板1、周围侧壁2及下底板3通过叠合层6相互连接围合成空腔体。Fig. 19 is a schematic structural view of
图20是本发明实施例20的结构示意图,上板1、周围侧壁2围成空腔模壳4,多个空腔模壳4在下底板3上相间排列构成内肋模腔5,其上板1、周围侧壁2和下底板3彼此之间通过叠合层6相互连接围合成空腔体。Figure 20 is a schematic structural view of
(五)具体实施方式(5) Specific implementation methods
下面结合附图和实施例对本发明作进一步的说明。The present invention will be further described below in conjunction with the accompanying drawings and embodiments.
本发明如附图所示,包括上板1、周围侧壁2、下底板3,上板1、周围侧壁2围成空腔模壳4,在下底板3上有至少两个空腔模壳4相间排列,其周围侧壁2与下底板3构成至少一条现浇结构内肋模腔5,空腔模壳4的其它外周围侧壁2构成现浇结构外肋或梁或墙的侧模板,其特征在于上板1、周围侧壁2或下底板3的基层中叠合有至少一片叠合层6,叠合层6与基层叠合成整体,上板1、周围侧壁2、下底板3彼此之间部分或全部通过叠合层6相互连接围合成空腔体,下底板3伸出周围侧壁2构成有挑板20。图1是本发明实施例1的结构示意图。附图中,1为上板,2为周围侧壁,3为下底板,4为空腔模壳,5为内肋模腔,6为叠合层,以下各附图,编号相同的,其说明相同。如图1所示,上板1、周围侧壁2围成空腔模壳4,两个空腔模壳4在下底板3上相间排列构成内肋模腔5,其下底板3上叠合有叠合层6,叠合层6与基层叠合成整体。As shown in the accompanying drawings, the present invention includes an
本发明的特征还在于所述的叠合层6与基层材质相同或不同。图2是本发明实施例2的结构示意图,上板1、周围侧壁2围成空腔模壳4,两个空腔模壳4在下底板3上相间排列构成内肋模腔5,下底板3上叠合有叠合层6,其叠合层6与基层材质相同。The present invention is also characterized in that the material of the
本发明的特征还在于所述的叠合层6位于空腔模壳4的封闭空腔的外侧或内侧。图3是本发明实施例3的结构示意图,上板1、周围侧壁2围成空腔模壳4,两个空腔模壳4在下底板3上相间排列构成内肋模腔5,上板1上叠合有叠合层6,其叠合层6位于空腔模壳4的封闭空腔的外侧。The present invention is also characterized in that the
本发明的特征还在于所述的叠合层6与基层之间以胶结、咬合、焊合、压合、螺钉连接、铆合的方式叠合成整体.图4是本发明实施例4的结构示意图,上板1、周围侧壁2围成空腔模壳4,两个空腔模壳4在下底板3上相间排列构成内肋模腔5,下底板3上叠合有叠合层6,其叠合层6与基层之间以粘合的方式叠合而整体.The present invention is also characterized in that the
本发明的特征还在于所述的叠合层6与下底板3叠合。如图4所示,上板1、周围侧壁2围成空腔模壳4,两个空腔模壳4在下底板3上相间排列构成内肋模腔5,下底板3上叠合有叠合层6,其叠合层6与下底板3叠合。The present invention is also characterized in that the
本发明的特征还在于所述的叠合层6为胶凝材料轻骨料砼层。如图4所示,上板1、周围侧壁2围成空腔模壳4,两个空腔模壳4在下底板3上相间排列构成内肋模腔5,下底板3上叠合有叠合层6,其叠合层6为胶凝材料轻骨料砼层。The present invention is also characterized in that the
本发明的特征还在于所述的叠合层6为胶凝材料加气砼层。如图3所示,上板1、周围侧壁2围成空腔模壳4,两个空腔模壳4在下底板3上相间排列构成内肋模腔5,上板1上叠合有叠合层6,其叠合层6为胶凝材料加气砼层。The present invention is also characterized in that the
本发明的特征还在于所述的叠合层6为泡沫塑料层。如图1所示,上板1、周围侧壁2围成空腔模壳4,两个空腔模壳4在下底板3上相间排列构成内肋模腔5,下底板3上叠合有叠合层6,其叠合层6为泡沫塑料层。The present invention is also characterized in that said
本发明的特征还在于所述的上板1、周围侧壁2、下底板3或叠合层6中含有增强物7,或者有增强物7露出,或者各自中的增强物7伸入相邻的基体中相互拉结。增强物7为丝、筋细长构件,或丝、筋细长构件编织或纺织的布和网,或无纺胶粘布、网,或二者以上组合,如增强物7可为钢筋、钢丝、钢筋网、钢丝网、纤维、纤维丝束、纤维网格布、无纺布、金属薄条带、有孔薄条带、包装带、编织带等中的至少一种。图5是本发明实施例5的结构示意图,上板1、周围侧壁2围成空腔模壳4,两个空腔模壳4在下底板3上相间排列构成内肋模腔5,下底板3上叠合有叠合层6,其上板1、周围侧壁2和下底板3中均含有增强物7,图示上板1和周围侧壁2内的增强物7为纤维网格布,下底板3内设置的增强物7为钢丝网,钢丝网还从底板3伸出的挑板20的上面露出。The present invention is also characterized in that the
本发明的特征还在于所述的空腔模壳4的水平剖面或竖向剖面形状为长方形、正方形、多边形、弧角多边形、倒角多边形、多弧边形、波纹形或圆形。图6是本发明实施例6的结构示意图,上板1、周围侧壁2围成空腔模壳4,两个空腔模壳4在下底板3上相间排列构成内肋模腔5,下底板3上叠合有叠合层6,其空腔模壳4的水平剖面形状为多边形。The present invention is also characterized in that the horizontal section or vertical section shape of the
本发明的特征还在于所述的模壳构件上还设置有阴角8、倒角9、凹槽10、凹坑11、孔洞12、凸台模块13、凸条14或者阳角15。图7是本发明实施例7的结构示意图,上板1、周围侧壁2围成空腔模壳4,两个空腔模壳4在下底板3上相间排列构成内肋模腔5,下底板3上叠合有叠合层6,其模壳构件上还同时设置有倒角9、凹槽10、凹坑11、孔洞12、凸台模块13和阳角15。图8是本发明实施例8的结构示意图,上板1、周围侧壁2围成空腔模壳4,两个空腔模壳4在下底板3上相间排列构成内肋模腔5,下底板3上叠合有叠合层6,其模壳构件上还同时设置有阴角8、倒角9、凹槽10和凸条14。The present invention is also characterized in that the formwork member is also provided with internal corners 8 , chamfers 9 ,
本发明的特征还在于所述的阴角8、倒角9、凹槽10、孔洞12、凸条14自身或彼此之间呈平行、相交设置或形成网格。如图8所示,上板1、周围侧壁2围成空腔模壳4,两个空腔模壳4在下底板3上相间排列构成内肋模腔5,下底板3上叠合有叠合层6,其模壳构件上设置的阴角8、倒角9、凹槽10和凸条14自身或彼此之间呈平行、相交设置或形成网格。The present invention is also characterized in that the internal corners 8 , chamfers 9 ,
本发明的特征还在于所述的模壳构件的封闭空腔设置有加劲肋16、加劲杆17或加强筋18,或者有加劲肋16、加劲杆17或加强筋18露出模壳构件外,或者加劲肋16、加劲杆17、加强筋18上还有增强物7露出,或者加劲肋16、加劲杆17、加强筋18与基层叠合或叠合后露筋、网增强物7,或者加劲肋16、加劲杆17、加强筋18叠合有叠合层6。图9是本发明实施例9的结构示意图,上板1、周围侧壁2围成空腔模壳4,两个空腔模壳4在下底板3上相间排列构成内肋模腔5,下底板3上叠合有叠合层6,其模壳构件的封闭空腔内还同时设置有加劲肋16、加劲杆17和加强筋18,同时,加劲肋16和加劲杆17还有部分露出模壳构件的外部。The present invention is also characterized in that the closed cavity of the formwork member is provided with
本发明的特征还在于所述的模壳构件的封闭空腔内设置有轻质材料19。图10是本发明实施例10的结构示意图,上板1、周围侧壁2围成空腔模壳4,多个空腔模壳4在下底板3上相间排列构成内肋模腔5,下底板3上叠合有叠合层6,其模壳构件的封闭空腔内设置有轻质材料19,图示轻质材料19为膨胀珍珠岩。The present invention is also characterized in that a
本发明的特征还在于所述的模壳构件的上板1或周围侧壁2或下底板3的壁为轻质材料19。图11是本发明实施例11的结构示意图,上板1、周围侧壁2围成空腔模壳4,多个空腔模壳4在下底板3上相间排列构成内肋模腔5,下底板3上叠合有叠合层6,其上板1和周围侧壁2的壁为轻质材料19制成的壁,图示轻质材料19为陶粒砼。本发明的特征还在于所述的上板1或周围侧壁2为可拆卸的活动部件,或者上板1或周围侧壁2上有可拆卸的活动部件。图12是本发明实施例12的结构示意图,上板1、周围侧壁2围成空腔模壳4,多个空腔模壳4在下底板3上相间排列构成内肋模腔5,下底板3上叠合有叠合层6,其上板1为活动可拆卸的扣合盖板。The present invention is also characterized in that the
本发明的特征还在于所述的模壳构件的上板1或周围侧壁2的外表面为波纹形、锯齿形或者糙面外表面。图13是本发明实施例13的结构示意图,上板1、周围侧壁2围成空腔模壳4,多个空腔模壳4在下底板3上相间排列构成内肋模腔5,下底板3上叠合有叠合层6,其上板1和周围侧壁2的外表面为糙面外表面。The present invention is also characterized in that the outer surface of the
本发明的特征还在于底板3伸出周围侧壁2构成有挑板20,或者挑板20还叠合有叠合层6。图14是本发明实施例14的结构示意图,上板1、周围侧壁2围成空腔模壳4,多个空腔模壳4在下底板3上相间排列构成内肋模腔5,其下底板3伸出周围侧壁2构成挑板20,挑板20和上板1上叠合有叠合层6。The present invention is also characterized in that the
本发明的特征还在于所述的模壳构件上设置有定位构件21。图15是本发明实施例15的结构示意图,上板1、周围侧壁2围成空腔模壳4,从个空腔模壳4在下底板3上相间排列构成内肋模腔5,下底板3上叠合有叠合层6,其模壳构件上设置有定位构件21,图示定位构件21为小凸块。The present invention is also characterized in that a positioning member 21 is provided on the formwork member. Fig. 15 is a schematic structural view of Embodiment 15 of the present invention. The
本发明的特征还在于所述的模壳构件上设置有模壳构件之间彼此连接的连接件22。图16是本发明实施例16的结构示意图,上板1、周围侧壁2围成空腔模壳4,多个空腔模壳4在下底板3上相间排列构成内肋模腔5,下底板3上叠合有叠合层6,其模壳构件上设置有模壳构件之间彼此连接的连接件22。The present invention is also characterized in that the formwork components are provided with connecting pieces 22 for connecting the formwork components to each other. Fig. 16 is a schematic structural view of
本发明的特征还在于所述的下底板3或叠合层6为水泥砂浆、砼、轻质砼、聚合物砼或聚合物砂浆的下底板或叠合层,空腔模壳4的上板1或周围侧壁2的壁或叠合层6为水泥纤维、水泥纤维网、水泥钢筋网、水泥钢丝网、砼板、木胶板、塑料、金属压型板、轻质砼的壁或叠合层.如图16所示,上板1、周围侧壁2围成空腔模壳4,多个空腔模壳4在下底板3上相间排列构成内肋模腔5,下底板3上叠合有叠合层6,其下底板3为砼底板,上板1和周围侧壁2的壁为水泥砂浆纤维网壁.The present invention is also characterized in that the
本发明的特征还在于上板1、周围侧壁2、下底板3或者叠合层6是由多层粘有胶凝材料的筋或网的增强物7叠合而成。图17是本发明实施例17的结构示意图,上板1、周围侧壁2围成空腔模壳4,多个空腔模壳4在下底板3上相间排列构成内肋模腔5,下底板3上叠合有叠合层6,其上板1为多层粘有胶凝材料的网状增强物7叠合而成。The invention is also characterized in that the
本发明的特征还在于所述的叠合层6本身为至少两层叠合的复合叠合层。图18是本发明实施例18的结构示意图,上板1、周围侧壁2围成空腔模壳4,多个空腔模壳4在下底板3上相间排列构成内肋模腔5,下底板3上叠合有叠合层6,其叠合层6本身为多层材料叠合的复合叠合层。The present invention is also characterized in that the
本发明的特征还在于所述的叠合层6本身为至少两种材料叠合的复合叠合层。如图18所示,叠合层6为水泥砂浆胶结料与纤维网格布二种不同材料多层叠合而成的复合叠合层。The present invention is also characterized in that the
本发明的特征还在于上板1、周围侧壁2或下底板3与叠合层6为一体成型的整体,上板1、周围侧壁2、下底板3彼此之间部分或全部通过叠合层6相互连接围合成空腔体。图19是本发明实施例19的结构示意图,上板1、周围侧壁2围成空腔模壳4,多个空腔模壳4在下底板3上相间排列构成内肋模腔5,其下底板3与叠合层6为一体成型的整体,上板1、周围侧壁2及下底板3通过叠合层6相互连接围合成空腔体。The present invention is also characterized in that the
本发明的特征还在于上板1、周围侧壁2、下底板3彼此之间通过叠合层6相互连接围合成空腔体。图20是本发明实施例20的结构示意图,上板1、周围侧壁2围成空腔模壳4,多个空腔模壳4在下底板3上相间排列构成内肋模腔5,其上板1、周围侧壁2和下底板3彼此之间通过叠合层6相互连接围合成空腔体。The present invention is also characterized in that the
本发明的特征还在于模壳构件上设置有搬运件23。如图18所示,模壳构件上设置有搬运件23。The present invention is also characterized in that a
本发明实施时,先拌制水泥砂浆,在模具内制作一层水泥砂浆一层纤维网格布(或钢丝网),再一层水泥砂浆的多层叠合的由上板1和周围侧壁2围成的开口的层状结构的空腔模壳4,然后,将两个或多个空腔模壳4的开口面朝上,放置于模具中,使开边处于同一平面内,将砂浆或陶粒砼叠合层6悬挂或放置于空腔模壳4的开口面上,用钢丝网水泥砂浆或砼封堵开口面,并形成下底板3或带挑板20的下底板3,待料浆硬化后,养护至规定龄期,即可得到下底板3基层叠合有叠合层6的模壳构件。During the implementation of the present invention, cement mortar is first mixed, and one deck of cement mortar and one deck fiber mesh cloth (or steel wire mesh) are made in the mould, and the multi-layer superposition of one deck of cement mortar consists of
Claims (37)
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Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0884427A2 (en) * | 1997-06-11 | 1998-12-16 | Eduarda Fanha N. Ferreira Rebelo | A better solution for the concrete boxes normally used in the fungiform pavements |
| WO2001003898A1 (en) * | 1999-07-12 | 2001-01-18 | Febra Antonio Francisco | Lost mould element for manufacturing reinforced concrete flat slabs |
| CN1356442A (en) * | 2001-11-23 | 2002-07-03 | 邱则有 | Mould with cavity structure for casting reinforced concrete floor slab |
| WO2002068768A1 (en) * | 2001-02-20 | 2002-09-06 | Precompressi Centro Nord S.P.A. | Structural component for horizontal structures and floor structures |
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Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0884427A2 (en) * | 1997-06-11 | 1998-12-16 | Eduarda Fanha N. Ferreira Rebelo | A better solution for the concrete boxes normally used in the fungiform pavements |
| WO2001003898A1 (en) * | 1999-07-12 | 2001-01-18 | Febra Antonio Francisco | Lost mould element for manufacturing reinforced concrete flat slabs |
| WO2002068768A1 (en) * | 2001-02-20 | 2002-09-06 | Precompressi Centro Nord S.P.A. | Structural component for horizontal structures and floor structures |
| CN1356442A (en) * | 2001-11-23 | 2002-07-03 | 邱则有 | Mould with cavity structure for casting reinforced concrete floor slab |
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