CN1528997A - Shuttering component - Google Patents
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- CN1528997A CN1528997A CNA2003101009698A CN200310100969A CN1528997A CN 1528997 A CN1528997 A CN 1528997A CN A2003101009698 A CNA2003101009698 A CN A2003101009698A CN 200310100969 A CN200310100969 A CN 200310100969A CN 1528997 A CN1528997 A CN 1528997A
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Abstract
Description
(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。但是,这类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,同时,模壳构件应用于现浇砼空心楼盖施工时,彼此之间的布设定位不方便,易产生移位或错位现象,出现模壳构件之间的现浇砼肋厚度不一致以及模壳构件上、下面的现浇砼上板、现浇砼下板厚度不一致等现象,从而影响现浇砼空心楼盖的整体质量和受力性能,增加施工难度,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. etc. However, this type of formwork components is inconvenient to manufacture, low in production efficiency, inconvenient for assembly line production, and correspondingly high in cost. The positioning is inconvenient, and it is easy to cause displacement or dislocation. The thickness of the cast-in-place concrete ribs between the formwork members is inconsistent, and the thickness of the cast-in-place concrete upper plate and the cast-in-place concrete lower plate on the formwork members are inconsistent. It affects the overall quality and mechanical performance of the cast-in-place concrete hollow floor and increases the difficulty of construction. Therefore, it is urgent to develop a new 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,同时,应用于现浇砼空心楼盖施工时,还具有布设定位方便、不易产生移位或错位、易于保证楼盖的施工质量等特点。The purpose of the present invention is to provide a formwork member, which has the characteristics of easy manufacture, high production efficiency, and low cost. At the same time, when it is applied to the construction of cast-in-place concrete hollow floors, it also has the advantages of convenient layout and positioning, and is not easy to shift or misplace. , It is easy to guarantee the construction quality of the floor and so on.
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、下底板围合成空腔体,其特征在于上板、周围侧壁或下底板的至少一个基层叠合有至少一片叠合层,叠合层与基层叠合成整体,在空腔体的上板、周围侧壁、下底板的至少一个上设置有至少一个连接件。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,同时,在现浇砼空心楼盖施工时,模壳构件与模壳构件之间可通过连接件彼此连接,因而模壳构件布设连接方便,不会彼此产生移位或错位,施工容易,不会出现模壳构件与模壳构件之间的现浇砼肋宽度不一致、现浇砼上板和下板厚度不一致等现象,保证了现浇砼空心楼盖的整体质量,满足了楼盖的受力性能要求,降低了施工成本,此外,模壳构件还具有结构简单、抗变形、抗振动性能优良、施工方便、施工速度快等特点,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 an upper plate, a surrounding side wall, and a lower bottom plate. At least one base layer of the lower bottom plate is laminated with at least one laminated layer, and the laminated layer and the base layer are laminated as a whole, and at least one connecting piece is provided on at least one of the upper plate, the surrounding side walls, and the lower base plate of the cavity. In this way, when the formwork member is made, since the laminated layer is provided, a formwork member with an opening on one side can be made first, then, with the opening face up, the laminated layer is suspended or placed on the opening surface, and then the opening is blocked. On the other hand, after the slurry is hardened and cured to the specified age, the formwork member with the laminated layer on the base layer can be obtained, which is easy to manufacture, high in production efficiency, and low in cost. During construction, the formwork components can be connected to each other through connectors, so the formwork components are conveniently arranged and connected, and will not be displaced or misplaced with each other. The construction is easy, and there will be no gap between the formwork components. Inconsistent widths of cast-in-place concrete ribs and inconsistent thicknesses of cast-in-place concrete upper and lower slabs ensure the overall quality of cast-in-place concrete hollow floors, meet the mechanical performance requirements of floors, and reduce construction costs. , the formwork member also has the characteristics of simple structure, good deformation resistance, excellent vibration resistance, convenient construction, fast construction speed, etc., thereby achieving the purpose of the present invention, suitable for hollow floors of cast-in-place reinforced concrete or prestressed reinforced concrete, Roofs, walls, foundation slabs and hollow bridges, especially for hollow beamless floors.
本发明的特征还在于所述的连接件设置在空腔体的周围侧壁上。这样,在模壳构件应用于现浇砼空心楼盖中时,模壳构件的周围侧壁上设置有连接件,可准确控制模壳构件之间的间距,同时,连接稳固可靠,大大提高了现浇砼楼盖的质量。The present invention is also characterized in that the connecting piece is arranged on the surrounding side walls of the hollow body. In this way, when the formwork components are used in the cast-in-situ concrete hollow floor, the surrounding side walls of the formwork components are provided with connectors, which can accurately control the distance between the formwork components, and at the same time, the connection is stable and reliable, greatly improving The quality of cast-in-place concrete floors.
本发明的特征还在于所述的连接件在同一个周围侧壁上设置有至少二个。这样,在模壳构件上的同一周围侧面上设置有多个连接件,使得其连接更加稳固可靠,不会产生位移,有利于质量控制。The present invention is also characterized in that there are at least two connecting pieces on the same surrounding side wall. In this way, a plurality of connecting pieces are arranged on the same peripheral side of the formwork member, so that the connection is more stable and reliable without displacement, which is beneficial to quality control.
本发明的特征还在于在所有的周围侧壁上均设置有连接件。这样,连接件设置在模壳构件的所有周围侧壁上,连接十分方便,大大降低了施工难度,有利于提高施工速度。The invention is also characterized by the presence of connectors on all surrounding side walls. In this way, the connecting pieces are arranged on all the surrounding side walls of the formwork components, so the connection is very convenient, the construction difficulty is greatly reduced, and the construction speed is improved.
本发明的特征还在于所述的连接件为承插孔、承插管、钢筋、钢筋网、空心模块、实心模块、焊接件、卡套、螺栓。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 said connectors are socket holes, socket pipes, steel bars, steel mesh, hollow modules, solid modules, weldments, ferrules, and bolts. In this way, when the formwork components are applied to the cast-in-place concrete hollow floor, the connectors provided 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 conducive to the connection and positioning of the formwork components, or the formation of group components to speed up the construction.
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基层外侧或内侧。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 present invention is also characterized in that said laminated layer is located outside or inside the base layer. 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、粘合、咬合、焊合、压合、拉丝、板合、螺钉、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, bonding, occlusal, welding, pressing, wire drawing, plate bonding, 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 invention is also characterized in that the lamination layer is laminated to the lower chassis. 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 invention is also characterized in that the lamination layer is a foam 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上板、周围侧壁、下底板、叠合层或连接件中的至少一个中含有增强物,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 invention is also characterized in that at least one of the upper panel, surrounding sidewalls, lower floor, laminate, or connectors contains reinforcements, or has reinforcements exposed, or reinforcements in each protrude into adjacent substrates 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体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 shape of the horizontal section or vertical section of the hollow body is a rectangle, a square, a polygon, an arc polygon, a chamfered polygon, an arc polygon, a corrugated shape or a circle. 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空腔体上还设置有阴角、倒角、凹槽、凹坑、孔洞、凸台模块、凸条、阳角中的至少一个。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 hollow body is further provided with at least one of internal corners, chamfers, grooves, pits, holes, boss modules, convex lines, and male corners. In this way, when the formwork components are applied to the cast-in-place concrete hollow floor, 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 formwork The boss modules, protruding lines, and external angles set on the components 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 strength of the floor at the same time. performance.
本发明的特征还在于所述的阴角、倒角、凹槽、孔洞、凸条自身或相互呈平行、正交、斜交或立交设置或形成网格。这样,当模壳构件应用于现浇砼空心楼盖中后,模壳构件上的阴角、倒角、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 corners, chamfers, grooves, holes, and convex lines are arranged in parallel, orthogonal, oblique or vertical intersection or form a grid. In this way, when the formwork components are applied to the cast-in-place concrete hollow floor, the inner corners, chamfers, grooves, holes, and convex lines on the formwork components themselves or are mutually parallel, orthogonal, oblique or vertically set 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空腔体的封闭空腔内设置有加劲肋、加劲杆、加强筋中的至少一个,或者有加劲肋、加劲杆、加强筋中的至少一个露出空腔体外,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 at least one of stiffening ribs, stiffening rods, and reinforcing ribs is arranged in the closed cavity of the cavity body, or at least one of stiffening ribs, stiffening rods, and reinforcing ribs is exposed outside the cavity , or there are reinforcements exposed on the stiffeners, stiffeners, and stiffeners, or the stiffeners, stiffeners, and ribs are laminated with the base layer or exposed reinforcements, mesh reinforcements, or stiffeners, stiffeners, and ribs Overlay has overlay layers. 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空腔体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 cavity body. 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空腔体的上板或周围侧壁的壁为轻质材料。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 present invention is also characterized in that the walls of the upper plate or the surrounding side walls of the cavity are made of lightweight materials. 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中的至少一个为或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 invention is also characterized in that at least one of said upper panel or surrounding side walls is or has a removable movable part. 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。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 at least one of the outer surfaces of the upper plate and the surrounding side walls of the hollow body is a corrugated, zigzag, brushed 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所述的空腔体上设置有定位构件。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 the cavity body is provided with a positioning 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至少两个以上空腔体通过连接件联接为一体,空腔体之间构成内肋模腔。这样,当模壳构件应用于现浇砼空心楼盖中后,现浇砼进入内肋模腔中,形成了现浇砼内肋,提高了楼盖的力学性能;同时,模壳构件通过连接件联接为一体,构成了模壳构件组件,因而,大大提高了楼盖的施工效率和施工速度。The present invention is also characterized in that at least two or more hollow bodies are connected as a whole through a connecting piece, and an inner rib mold cavity is formed between the hollow bodies. In this way, when the formwork components are applied to the cast-in-place concrete hollow floor, the cast-in-place concrete enters the inner rib mold cavity, forming the cast-in-place concrete inner ribs, which improves the mechanical properties of the floor; The parts are connected as a whole to form the formwork component assembly, thus greatly improving the construction efficiency and speed of the floor.
本发明的特征还在于所述的下底板伸出有挑边或露增强物的挑边,或者至少两个以上的空腔体通过挑边连接成成组模壳构件。这样,下底板伸出有挑板,则模壳构件应用于现浇砼空心楼盖中时,可省去施工模板,大大提高了施工效率;若多个模壳构件通过挑边连接成成组模壳构件,则模壳构件的施工效率更高,施工成本更低。The present invention is also characterized in that the lower bottom plate protrudes from the raised edge or the raised edge exposed from the reinforcement, or at least two or more hollow bodies are connected through the raised edge to form a group of formwork components. In this way, the lower base plate protrudes from the pick-up plate, and when the formwork components are applied to the cast-in-place concrete hollow floor, the construction formwork can be omitted, which greatly improves the construction efficiency; Formwork components, the construction efficiency of the formwork components is higher, and the construction cost is lower.
本发明的特征还在于所述的下底板为水泥砂浆、砼、轻质砼、聚合物砼、聚合物砂浆的下底,或者空腔体的上板或周围侧壁的壁为水泥纤维、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。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 bottom plate is the lower bottom of cement mortar, concrete, lightweight concrete, polymer concrete, polymer mortar, or the upper plate of the cavity body or the surrounding side walls are made of cement fiber, cement Fiber mesh, cement steel mesh, cement steel wire mesh, concrete board, wood plywood, plastic, metal profiled board, wall of 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、下底板或者叠合层中的至少一个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 at least one of the upper panel, the surrounding side walls, the lower floor, or the laminate is laminated from multiple reinforcements 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二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 laminated with at least two 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二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、下底板中的至少一个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 at least one of the upper plate, the surrounding side walls, and the lower base plate is integrally formed with the laminated layer, and the upper plate, the surrounding side walls, and the lower base plate are partially or completely connected to each other through the laminated layer Enclosing the synthetic cavity. 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为叠合层,5为连接件,以下各附图中,编号相同的,其说明相同。如图1所示,上板1、周围侧壁2和下底板3围成空腔体,其下底板3的基层上设置有叠合层4,同时,在周围侧壁2上设置有连接件5,图示连接件5为杆件和孔洞。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和下底板3围成空腔体,下底板3的基层上设置有叠合层4,其连接件5设置在空腔体的周围侧壁2上,图示连接件5为伸缩式杆件。Fig. 2 is the structure schematic diagram 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和下底板3围成空腔体,下底板3的基层上设置有叠合层4,其同一周围侧壁2上设置有多个连接件5,图示连接件5为板片。Fig. 3 is a schematic structural view 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和下底板3围成空腔体,下底板3的基层上设置有叠合层4,其所有的周围侧壁2上均设置有连接件5,图示连接件5为管件。Fig. 4 is a schematic structural view 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和下底板3围成空腔体,下底板3的基层上设置有叠合层4,其所有周围侧壁2上均设置有连接件5,图示连接件5为承插管。Fig. 5 is a schematic structural view 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和下底板3围成空腔体,下底板3的基层上设置有叠合层4,周围侧壁2上设置有连接件5,其叠合层4与下底板3的基层材质不相同。6 is a schematic structural view of Embodiment 6 of the present invention. The
图7是本发明实施例7的结构示意图,上板1、周围侧壁2和下底板3围成空腔体,周围侧壁2中设置有叠合层4,在周围侧壁2上设置有连接件5,其叠合层4位于周围侧壁2的基层内侧。7 is a schematic structural view of
图8是本发明实施例8的结构示意图,上板1、周围侧壁2和下底板3围成空腔体,下底板3的基层上设置有叠合层4,在周围侧壁2上设置有连接件5,叠合层4与下底板3的基层之间以粘合的方式叠合成整体。Fig. 8 is a schematic structural view of
图9是本发明实施例9的结构示意图,上板1、周围侧壁2和下底板3围成空腔体,下底板3的基层上设置有叠合层4,周围侧壁2上设置有连接件5,其上板1和周围侧壁2中均设置有增强物6,图示增强物6为纤维网格布,下底板3中的增强物6为钢筋网或钢丝网。Fig. 9 is a schematic structural view of
图10是本发明实施例10的结构示意图,上板1、周围侧壁2和下底板3围成空腔体,下底板3的基层上设置有叠合层4,在周围侧壁2上设置有连接件5,其空腔体上还同时设置有倒角8、凹槽9、凹坑10、孔洞11、凸台模块12和阳角14。Fig. 10 is a schematic structural view of Embodiment 10 of the present invention. The
图11是本发明实施例11的结构示意图,上板1、周围侧壁2和下底板3围成空腔体,下底板3的基层上设置有叠合层4,在周围侧壁2上设置有连接件5,其空腔体上还同时设置有阴角7、倒角8、凹槽9和凸条(13)。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和下底板3围成空腔体,下底板3的基层上设置有叠合层4,在周围侧壁2上设置有连接件5,其空腔体的封闭空腔内设置有加劲肋15、加劲杆16和加强筋17,同时,加劲肋15和加劲杆16有部分露出模壳构件外。Fig. 12 is a schematic structural view of Embodiment 12 of the present invention. The
图13是本发明实施例13的结构示意图,上板1、周围侧壁2和下底板3围成空腔体,下底板3的基层上设置有叠合层4,在周围侧壁2上设置有连接件5,其空腔体的封闭空腔内还设置有轻质材料18,图示轻质材料18为膨胀珍珠岩。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和下底板3围成空腔体,下底板3的基层上设置有叠合层4,在周围侧壁2上设置有连接件5,其上板1和周围侧壁2的壁为轻质材料18制成,图示轻质材料18为陶粒砼。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和下底板3围成空腔体,下底板3的基层上设置有叠合层4,在周围侧壁2上设置有连接件5,其上板1为活动可拆卸的扣合盖板。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和下底板3围成空腔体,下底板3的基层上设置有叠合层4,在周围侧壁2上设置有连接件5,其上板1和周围侧壁2的外表面为粗糙外表面。Fig. 16 is a schematic structural view of Embodiment 16 of the present invention. The
图17是本发明实施例17的结构示意图,上板1、周围侧壁2和下底板3围成空腔体,下底板3的基层上设置有叠合层4,在周围侧壁2上设置有连接件5,其空腔体上设置有定位构件19,图示定位构件19为支撑定位脚。Fig. 17 is a schematic structural view 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和下底板3围成空腔体,下底板3的基层上设置有叠合层4,周围侧壁2上设置有连接件5,其多个空腔体通过连接件5连接为一体,空腔体之间构成内肋模腔20。Fig. 18 is a schematic structural view of
图19是本发明实施例19的结构示意图,上板1、周围侧壁2和下底板3围成空腔体,下底板3的基层上设置有叠合层4,周围侧壁2上设置有连接件5,其下底板3伸出周围侧壁2构挑边21,多个空腔体通过挑边21连接构成成组模壳构件。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和下底板3围成空腔体,下底板3的基层上设置有叠合层4,在周围侧壁2上设置有连接件5,其上板1由多层粘有胶凝材料的网状增强物6叠合而成。Fig. 20 is a schematic structural view of
图21是本发明实施例21的结构示意图,上板1、周围侧壁2和下底板3围成空腔体,下底板3的基层上设置有叠合层4,在周围侧壁2上设置有连接件5,其叠合层4本身为多层叠合而成的复合叠合层。Fig. 21 is a schematic structural view of
图22是本发明实施例22的结构示意图,上板1、周围侧壁2和下底板3围成空腔体,下底板3的基层上设置有叠合层4,在周围侧壁2上设置有连接件5,上板1与叠合层4相连,并为一体成型的整体,其上板1和周围侧壁2之间通过叠合层4相互连接成一体。Fig. 22 is a schematic structural view of
图23是本发明实施例23的结构示意图,上板1、周围侧壁2和下底板3围成空腔体,在周围侧壁2上设置有连接件5,其上板1、周围侧壁2和下底板3彼此之间通过叠合层4相互连接围合成空腔体。Fig. 23 is a schematic structural view of Embodiment 23 of the present invention. The
(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、下底板3围合成空腔体,其特征在于上板1、周围侧壁2或下底板3的至少一个基层叠合有至少一片叠合层4,叠合层4与基层叠合成整体,在空腔体的上板1、周围侧壁2、下底板3的至少一个上设置有至少一个连接件5。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为叠合层,5为连接件,以下各附图中,编号相同的,其说明相同。如图1所示,上板1、周围侧壁2和下底板3围成空腔体,其下底板3的基层上设置有叠合层4,同时,在周围侧壁2上设置有连接件5,图示连接件5为杆件和孔洞。As shown in the accompanying drawings, the present invention includes an
本发明的特征还在于所述的连接件5设置在空腔体的周围侧壁2上。图2是本发明实施例2的结构示意图,上板1、周围侧壁2和下底板3围成空腔体,下底板3的基层上设置有叠合层4,其连接件5设置在空腔体的周围侧壁2上,图示连接件5为伸缩式杆件。The present invention is also characterized in that the connecting
本发明的特征还在于所述的连接件5在同一个周围侧壁2上设置有至少二个。图3是本发明实施例3的结构示意图,上板1、周围侧壁2和下底板3围成空腔体,下底板3的基层上设置有叠合层4,其同一周围侧壁2上设置有多个连接件5,图示连接件5为板片。The present invention is also characterized in that at least two connecting
本发明的特征还在于在所有的周围侧壁2上均设置有连接件5。图4是本发明实施例4的结构示意图,上板1、周围侧壁2和下底板3围成空腔体,下底板3的基层上设置有叠合层4,其所有的周围侧壁2上均设置有连接件5,图示连接件5为管件。The invention is also characterized by the presence of connecting
本发明的特征还在于所述的连接件5为承插孔、承插管、钢筋、钢筋网、空心模块、实心模块、焊接件、卡套、螺栓。图5是本发明实施例5的结构示意图,上板1、周围侧壁2和下底板3围成空腔体,下底板3的基层上设置有叠合层4,其所有周围侧壁2上均设置有连接件5,图示连接件5为承插管。The present invention is also characterized in that the connecting
本发明的特征还在于所述的叠合层4与基层材质相同或不同。图6是本发明实施例6的结构示意图,上板1、周围侧壁2和下底板3围成空腔体,下底板3的基层上设置有叠合层4,周围侧壁2上设置有连接件5,其叠合层4与下底板3的基层材质不相同。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4位于基层外侧或内侧。图7是本发明实施例7的结构示意图,上板1、周围侧壁2和下底板3围成空腔体,周围侧壁2中设置有叠合层4,在周围侧壁2上设置有连接件5,其叠合层4位于周围侧壁2的基层内侧。The present invention is also characterized in that the
本发明的特征还在于所述的叠合层4与基层之间以胶结、粘合、咬合、焊合、压合、拉丝、板合、螺钉、铆合的方式叠合成整体。图8是本发明实施例8的结构示意图,上板1、周围侧壁2和下底板3围成空腔体,下底板3的基层上设置有叠合层4,在周围侧壁2上设置有连接件5,叠合层4与下底板3的基层之间以粘合的方式叠合成整体。The present invention is also characterized in that the
本发明的特征还在于叠合层4与下底板3叠合。如图8所示,上板1、周围侧壁2和下底板3围成空腔体,下底板3的基层上设置有叠合层4,在周围侧壁2上设置有连接件5,其叠合层4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叠合层4为胶凝材料轻骨料砼层。如图8所示,上板1、周围侧壁2和下底板3围成空腔体,下底板3的基层上设置有叠合层4,在周围侧壁2上设置有连接件5,其叠合层4为轻骨料砼层。The present invention is also characterized in that the superimposed
本发明的特征还在于叠合层4为胶凝材料加气砼层。如图6所示,上板1、周围侧壁2和下底板3围成空腔体,下底板3的基层上设置有叠合层4,在周围侧壁2上设置有连接件5,其叠合层4为加气砼层。The present invention is also characterized in that the superimposed
本发明的特征还在于叠合层4为泡沫塑料层。如图7所示,上板1、周围侧壁2和下底板3围成空腔体,周围侧壁2中设置有叠合层4,在周围侧壁2上设置有连接件5,其叠合层4为泡沫塑料层。The 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、叠合层4或连接件5中的至少一个中含有增强物6,或者有增强物6露出,或者各自中的增强物6伸入相邻的基体中相互拉结。增强物6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6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9是本发明实施例9的结构示意图,上板1、周围侧壁2和下底板3围成空腔体,下底板3的基层上设置有叠合层4,周围侧壁2上设置有连接件5,其上板1和周围侧壁2中均设置有增强物6,图示增强物6为纤维网格布,下底板3中的增强物6为钢筋网或钢丝网。The present invention is also characterized in that at least one of the
本发明的特征还在于所述的空腔体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。如图9所示,上板1、周围侧壁2和下底板3围成空腔体,下底板3的基层上设置有叠合层4,周围侧壁2上设置有连接件5,其空腔体的水平剖面形状为弧角四边形。The present invention is also characterized in that the shape of the horizontal section or vertical section of the hollow body is a rectangle, a square, a polygon, an arc polygon, a chamfered polygon, an arc polygon, a corrugated shape or a circle. As shown in Figure 9, the
本发明的特征还在于所述的空腔体上还设置有阴角7、倒角8、凹槽9、凹坑10、孔洞11、凸台模块12、凸条13、阳角14中的至少一个。图10是本发明实施例10的结构示意图,上板1、周围侧壁2和下底板3围成空腔体,下底板3的基层上设置有叠合层4,在周围侧壁2上设置有连接件5,其空腔体上还同时设置有倒角8、凹槽9、凹坑10、孔洞11、凸台模块12和阳角14。The present invention is also characterized in that the hollow body is also provided with at least one of the
本发明的特征还在于所述的阴角7、倒角8、凹槽9、孔洞11、凸条13自身或相互呈平行、正交、斜交或立交设置或形成网格。图11是本发明实施例11的结构示意图,上板1、周围侧壁2和下底板3围成空腔体,下底板3的基层上设置有叠合层4,在周围侧壁2上设置有连接件5,其空腔体上还同时设置有阴角7、倒角8、凹槽9和凸条(13)。The present invention is also characterized in that the
本发明的特征还在于所述的空腔体的封闭空腔内设置有加劲肋15、加劲杆16、加强筋17中的至少一个,或者有加劲肋15、加劲杆16、加强筋17中的至少一个露出空腔体外,或者加劲肋15、加劲杆16、加强筋17上还有增强物6露出,或者加劲肋15、加劲杆16、加强筋17与基层叠合或叠合后露筋、网增强物6,或者加劲肋15、加劲杆16、加强筋17叠合有叠合层4。图12是本发明实施例12的结构示意图,上板1、周围侧壁2和下底板3围成空腔体,下底板3的基层上设置有叠合层4,在周围侧壁2上设置有连接件5,其空腔体的封闭空腔内设置有加劲肋15、加劲杆16和加强筋17,同时,加劲肋15和加劲杆16有部分露出模壳构件外。The present invention is also characterized in that at least one of stiffening rib 15, stiffening rod 16, and reinforcing rib 17 is arranged in the closed cavity of the cavity body, or there is one of stiffening rib 15, stiffening rod 16, and reinforcing rib 17. At least one of them is exposed outside the cavity, or the reinforcement 6 is exposed on the stiffener 15, stiffener 16, and rib 17, or the stiffener 15, stiffener 16, and rib 17 are superimposed on the base layer or exposed after lamination, The net reinforcement 6, or the stiffener 15, the stiffener 16, and the rib 17 are superimposed with a
本发明的特征还在于所述的空腔体的封闭空腔内设置有轻质材料18。图13是本发明实施例13的结构示意图,上板1、周围侧壁2和下底板3围成空腔体,下底板3的基层上设置有叠合层4,在周围侧壁2上设置有连接件5,其空腔体的封闭空腔内还设置有轻质材料18,图示轻质材料18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空腔体的上板1或周围侧壁2的壁为轻质材料18。图14是本发明实施例14的结构示意图,上板1、周围侧壁2和下底板3围成空腔体,下底板3的基层上设置有叠合层4,在周围侧壁2上设置有连接件5,其上板1和周围侧壁2的壁为轻质材料18制成,图示轻质材料18为陶粒砼。The present invention is also characterized in that the walls of the
本发明的特征还在于所述的上板1或周围侧壁2中的至少一个为或有可拆卸的活动部件。图15是本发明实施例15的结构示意图,上板1、周围侧壁2和下底板3围成空腔体,下底板3的基层上设置有叠合层4,在周围侧壁2上设置有连接件5,其上板1为活动可拆卸的扣合盖板。The present invention is also characterized in that at least one of said
本发明的特征还在于所述的空腔体的上板1、周围侧壁2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。图16是本发明实施例16的结构示意图,上板1、周围侧壁2和下底板3围成空腔体,下底板3的基层上设置有叠合层4,在周围侧壁2上设置有连接件5,其上板1和周围侧壁2的外表面为粗糙外表面。The present invention is also characterized in that at least one of the outer surfaces of the
本发明的特征还在于所述的空腔体上设置有定位构件19。图17是本发明实施例17的结构示意图,上板1、周围侧壁2和下底板3围成空腔体,下底板3的基层上设置有叠合层4,在周围侧壁2上设置有连接件5,其空腔体上设置有定位构件19,图示定位构件19为支撑定位脚。The present invention is also characterized in that the cavity body is provided with a positioning
本发明的特征还在于至少两个以上空腔体通过连接件5联接为一体,空腔体之间构成内肋模腔20。图18是本发明实施例18的结构示意图,上板1、周围侧壁2和下底板3围成空腔体,下底板3的基层上设置有叠合层4,周围侧壁2上设置有连接件5,其多个空腔体通过连接件5连接为一体,空腔体之间构成内肋模腔20。The present invention is also characterized in that at least two or more hollow bodies are connected as a whole through the connecting
本发明的特征还在于所述的下底板3伸出有挑边21或露增强物6的挑边21,或者至少两个以上的空腔体通过挑边21连接成成组模壳构件。图19是本发明实施例19的结构示意图,上板1、周围侧壁2和下底板3围成空腔体,下底板3的基层上设置有叠合层4,周围侧壁2上设置有连接件5,其下底板3伸出周围侧壁2构挑边21,多个空腔体通过挑边21连接构成成组模壳构件。The present invention is also characterized in that the
本发明的特征还在于所述的下底板3为水泥砂浆、砼、轻质砼、聚合物砼、聚合物砂浆的下底,或者空腔体的上板1或周围侧壁2的壁为水泥纤维、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。如图9所示,上板1、周围侧壁2和下底板3围成空腔体,下底板3的基层上设置有叠合层4,在周围侧壁2上设置有连接件5,其下底板3为钢筋砼板,上板1和周围侧壁2的壁为纤维水泥砂浆壁。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4中的至少一个是由多层粘有胶凝材料的筋或网的增强物6叠合而成。图20是本发明实施例20的结构示意图,上板1、周围侧壁2和下底板3围成空腔体,下底板3的基层上设置有叠合层4,在周围侧壁2上设置有连接件5,其上板1由多层粘有胶凝材料的网状增强物6叠合而成。The invention is also characterized in that at least one of the
本发明的特征还在于所述的叠合层4本身为至少二层以上材料叠合的复合叠合层。图21是本发明实施例21的结构示意图,上板1、周围侧壁2和下底板3围成空腔体,下底板3的基层上设置有叠合层4,在周围侧壁2上设置有连接件5,其叠合层4本身为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所述的叠合层4本身为至少二种材料叠合的复合叠合层。如图21所示,叠合层4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、下底板3中的至少一个与叠合层4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4相互连接围合成空腔体。图22是本发明实施例22的结构示意图,上板1、周围侧壁2和下底板3围成空腔体,下底板3的基层上设置有叠合层4,在周围侧壁2上设置有连接件5,上板1与叠合层4相连,并为一体成型的整体,其上板1和周围侧壁2之间通过叠合层4相互连接成一体。The present invention is also characterized in that at least one of 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4相互连接围合成空腔体。图23是本发明实施例23的结构示意图,上板1、周围侧壁2和下底板3围成空腔体,在周围侧壁2上设置有连接件5,其上板1、周围侧壁2和下底板3彼此之间通过叠合层4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22。如图19所示,模壳构件上设置有搬运件22。The present invention is also characterized in that a
本发明实施时,可采用水泥砂浆与纤维网格布先在模具内制作由上板1和周围侧壁2围成的一面开口的层状结构的带连接件5的空腔体,将其开口面朝上,将水泥砂浆或塑料叠合层4悬挂或放置于开口面上,再封堵开口面,然后用钢丝网水泥砂浆或砼制作下底板3或带挑边21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的基层叠合有叠合层4的模壳构件。During the implementation of the present invention, cement mortar and fiber mesh cloth can be used to make a cavity with a layered structure with a connecting
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1779132B (en) * | 2004-11-23 | 2010-07-14 | 邱则有 | Hollow concrete board |
| CN1847552B (en) * | 2005-04-16 | 2010-07-28 | 邱则有 | cast-in-place concrete hollow slab |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN1779132B (en) * | 2004-11-23 | 2010-07-14 | 邱则有 | Hollow concrete board |
| CN1847552B (en) * | 2005-04-16 | 2010-07-28 | 邱则有 | cast-in-place concrete hollow slab |
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