CN1936225B - a formwork member - Google Patents
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- CN1936225B CN1936225B CN2006100546092A CN200610054609A CN1936225B CN 1936225 B CN1936225 B CN 1936225B CN 2006100546092 A CN2006100546092 A CN 2006100546092A CN 200610054609 A CN200610054609 A CN 200610054609A CN 1936225 B CN1936225 B CN 1936225B
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本申请为申请日为2003年10月1日、申请号为200310100974.9、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 with the filing date of October 1, 2003, the application number of 200310100974.9, and the title of "a formwork component".
(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、下底围成多面体模壳构件,这种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,这种模壳构件内无加强构造,因而模壳构件的整体强度和刚度较差,易出现模壳构件破损的现象,应用于现浇砼空心楼盖后,也不能较好地参与现浇砼楼盖的受力与传力。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 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 formwork member. This formwork member has the characteristics of light weight, high strength, simple structure, and convenient construction and transportation. But , this type of formwork member is inconvenient to manufacture, the production efficiency is low, it is not convenient for assembly line production, and the corresponding cost is high. The damage of formwork components occurs, and it cannot participate in the force and transmission of cast-in-place concrete floors after being applied to cast-in-place concrete hollow floors. Therefore, it is urgent to develop a new type of formwork components.
(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、强度高、刚度大、不易破损、能参与楼盖的受力与传力等特点。The purpose of the present invention is to provide a formwork member, which has the characteristics of easy manufacture, high production efficiency, low cost, high strength, high rigidity, not easy to be damaged, and can participate in the force bearing and transmission of the floor.
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,在空腔体内设置有至少一片加劲肋板,上板或下底板的基层或/和叠合层的周边台阶边与周围侧壁的四周内壁和顶端同时叠合成封口整体。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,由于模壳构件内设置有加劲肋板,因而模壳构件的强度高、刚度大、不易出现模壳构件破损的现象,且能参与楼盖的受力与传力;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 base plate is laminated with at least one laminated layer, the laminated layer and the base layer are laminated as a whole, at least one stiffening rib is arranged in the cavity, the base layer of the upper plate or the lower base plate or/and the laminated layer The peripheral step edge and the peripheral inner wall and the top of the peripheral side wall are simultaneously laminated to form a sealing whole. 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, a formwork member with a laminated layer on the base layer can be obtained, which is easy to manufacture, high in production efficiency, and low in cost. Stiffening ribs, so the formwork components have high strength, high rigidity, are not easy to break the formwork components, and can participate in the force and force transmission of the floor; in addition, the formwork components also have simple structure, deformation resistance, resistance Excellent vibration performance, convenient construction, fast construction speed, etc., thereby achieving the purpose of the present invention, suitable for hollow floors, roofs, walls, foundation floors and hollow bridges of cast-in-place reinforced concrete or prestressed reinforced concrete. It is especially suitable for the use of hollow beamless floors.
本发明的特征还在于所述的基层为后叠加的浆体硬化层。The present invention is also characterized in that the base layer is a post-laminated slurry hardened layer.
本发明的特征还在于所述的加劲肋板为复合加劲肋板或空心加劲肋板。这样,采用复合加劲肋板或空心加劲肋板的模壳构件,强度高,而其本身重量并无明显增加,重量轻,同时,结构简单,方便设计、施工与生产单位的选用,有利于降低生产与楼盖施工成本。The present invention is also characterized in that said stiffening ribs are composite stiffening ribs or hollow stiffening ribs. In this way, the formwork members using composite stiffeners or hollow stiffeners have high strength, but their own weight does not increase significantly, and are light in weight. Production and floor construction costs.
本发明的特征还在于所述的加劲肋板为夹有轻质材料的复合加劲肋板。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。这样,加劲肋板内夹有轻质材料,其重量远远小于同体积普通加劲肋的重量,使模壳构件更轻,同时并不影响强度,此外,模壳构件的保温、隔热、隔音性能更好。The present invention is also characterized in that said stiffening ribs are composite stiffening ribs sandwiched with lightweight materials. The lightweight material can be foam plastic, expanded perlite, expanded vermiculite, foamed or aerated lightweight concrete, rock wool, mineral wool, glass wool, ceramsite or ceramsite concrete, etc. In this way, the stiffeners are sandwiched with lightweight materials, and their weight is far less than that of ordinary stiffeners of the same volume, making the formwork members lighter without affecting the strength. In addition, the heat preservation, heat insulation and sound insulation of formwork members Performance is better.
本发明的特征还在于所述的加劲肋板的至少一片为叠合加劲肋板。这样,若加劲肋板为叠合加劲肋板,则加劲肋板的制作容易,强度高;既可预先制作加劲肋板或叠合加加劲肋板与模壳构件叠合,形成叠合加劲肋板,又可现场制作叠合加劲肋板,方便设计与生产单位选用。The present invention is also characterized in that at least one of said stiffeners is a laminated stiffener. In this way, if the stiffening ribs are superimposed stiffening ribs, the fabrication of the stiffening ribs is easy and the strength is high; slabs, and laminated stiffener slabs can be produced on site, which is convenient for design and production units to choose.
本发明的特征还在于所述的叠合加劲肋板的截面形状为T或L或工或ㄈ或X或口形。这样,制成截面形状如上述形状的叠合加劲肋板,可充分满足在各种不同场合的需要,可减少制作叠合加劲肋板材料的用量,在不影响受力性能的前提下大幅度降低模壳构件的重量,使模壳构件便于应用推广。The present invention is also characterized in that the cross-sectional shape of the laminated stiffener plate is T or L or I or ㄈ or X or mouth shape. In this way, the superimposed stiffeners with cross-sectional shapes as the above shapes can fully meet the needs of various occasions, can reduce the amount of materials used to make the superimposed stiffeners, and greatly improve the mechanical performance without affecting the mechanical performance. The weight of the formwork component is reduced, so that the formwork component is convenient for application and popularization.
本发明的特征还在于所述的多片加劲肋板呈平行、正交或斜交设置。这样,在模壳构件应用于现浇砼空心楼盖中时,模壳构件内的加劲肋板设置的多样化,可满足各种不同设计的需要。The present invention is also characterized in that the plurality of stiffening ribs are arranged in parallel, orthogonally or obliquely. In this way, when the formwork components are applied to cast-in-situ concrete hollow floors, the arrangement of the stiffeners in the formwork components can be diversified to meet the needs of various designs.
本发明的特征还在于所述的加劲肋板露出模壳构件外。这样,在模壳构件应用于现浇砼空心楼盖中时,露出的加劲肋和现浇砼相结合,形成了现浇砼和预制构件相结合的受力结构,使得楼盖的整体性能和力学性能更好。The present invention is also characterized in that said stiffeners are exposed outside the formwork member. In this way, when the formwork components are applied to the cast-in-place concrete hollow floor, the exposed stiffeners are combined with the cast-in-place concrete to form a force-bearing structure combining cast-in-place concrete and prefabricated components, which makes the overall performance of the floor and Better mechanical properties.
本发明的特征还在于所述的叠合层与基层材质相同。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。The present invention is also characterized in that the laminated layer is made of the same material as the base layer. In this way, when the superimposed layer and the base layer are made of the same material, the bonding affinity between the two is better, so that the two can be better integrated, and the formwork member has better overall performance.
本发明的特征还在于所述的叠合层与基层材质不同。这样,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 material of the laminated layer is different from that of the base layer. In this way, when the material of the laminated layer is different from that of the base layer, 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或粘合或咬合或焊合或压合或拉丝或板合或螺钉或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 by gluing, bonding, snapping, welding, pressing, wire drawing, board bonding, screwing or 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所述的上板、周围侧壁、下底板、叠合层或加劲肋板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 said upper panel, surrounding side walls, lower floor, laminated layers or stiffeners contains reinforcements, or has reinforcements exposed, or reinforcements in each protrude into the corresponding Tie each other in adjacent substrates. 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或正方形或多边形或弧角多边形或倒角多边形或多弧边形或波纹形或圆形。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 hollow body is rectangular, square, polygonal, arc-angled polygon, chamfered polygon, multi-arc polygon, 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空腔体上还设置有阴角或倒角或凹槽或凹坑或孔洞或凸台模块或凸条或阳角中的至少一个。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 or chamfers or grooves or pits or holes or boss modules or convex lines or 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或倒角或凹槽或孔洞或凸条自身或相互呈平行或正交或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 or chamfers or grooves or holes or ridges are arranged in parallel or orthogonal or oblique or perpendicular to each other 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还设置有加劲杆、加强筋中的至少一个,或者有加劲杆、加强筋中的至少一个露出空腔体外,或者加劲肋板、加劲杆、加强筋上还有增强物露出,或者加劲肋板、加劲杆、加强筋与基层叠合或叠合后露筋、网增强物,或者加劲肋板、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 the stiffeners and ribs is provided in the closed cavity of the cavity, or at least one of the stiffeners and ribs is exposed outside the cavity, or the stiffening ribs , stiffeners, and reinforcements are exposed on the stiffeners, or the stiffeners, stiffeners, and ribs are superimposed on the base layer or the reinforcements and mesh reinforcements are exposed after lamination, or the stiffeners, stiffeners, and ribs are superimposed There are overlays. 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 present invention is also characterized in that the upper plate or the surrounding side walls or the walls of the lower bottom plate 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所述的空腔体上设置有空腔体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 hollow bodies are provided with connecting pieces for connecting the hollow bodies to each other. Connectors can be steel bar, steel mesh, steel wire, steel wire mesh, angle steel, channel steel, L-shaped steel, T-shaped steel, ferrule, bolt, male and female groove, socket piece, sawtooth piece, convex groove, groove, bayonet, card Covers, holes, embedded iron parts, etc. 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伸出露增强物的挑边,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 cavities 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、叠合层或者加劲肋板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, the laminate or the stiffener is laminated from multiple layers of reinforcement of tendons or webs bonded with cementitious material. 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为加劲肋板,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,在空腔体内设置有加劲肋板5。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,在空腔体内设置有加劲肋板5,其加劲肋板5为空心加劲肋板。Fig. 2 is a structural 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,在空腔体内设置有加劲肋板5,其加劲肋板5为夹有轻质材料6的复合加劲肋板,图示轻质材料6为膨胀珍珠岩。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,在空腔体内设置有加劲肋板5,其加劲肋板5为叠合加劲肋板。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,在空腔体内设置有加劲肋板5,其加劲肋板5的截面形状为T形。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,在空腔体内设置有加劲肋板5,其多片加劲肋板5在空腔体内彼此呈平行设置。Fig. 6 is a schematic structural view 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,在空腔体内设置有加劲肋板5,其加劲肋板5有部分露于空腔体外部。Fig. 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,在空腔体内设置有加劲肋板5,其叠合层4的材质与基层材质相同。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,周围侧壁2叠合有叠合层4,在空腔体内设置有加劲肋板5,其叠合层4位于基层内侧。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,在空腔体内设置有加劲肋板5,叠合层4与基层之间以铆合的方式叠合成整体。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,其上板1和周围侧壁2中均设置有增强物7,图示增强物7为纤维网格布。Fig. 11 is a schematic structural view of
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,在空腔体内设置有加劲肋板5,其空腔体的水平剖面形状为多边形。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,在空腔体内设置有加劲肋板5,其空腔体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. 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,在空腔体内设置有加劲肋板5,其空腔体上还同时设置有阴角8、倒角9、凹槽10和凸条14。Fig. 14 is a schematic structural view of
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,在空腔体内设置有加劲肋板5,其空腔体的封闭空腔内还同时设置有加劲杆16和加强筋17,同时,加劲肋5和加劲杆16有部分露出模壳构件外。Fig. 15 is a schematic structural view of
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,在空腔体内设置有加劲肋板5,其空腔体的封闭空腔内设置有轻质材料6,图示轻质材料6为膨胀珍珠岩。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,在空腔体内设置有加劲肋板5,其上板1和周围侧壁2的壁为轻质材料6制成,图示轻质材料6为陶粒砼。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,在空腔体内设置有加劲肋板5,其上板1为活动可拆卸的扣合盖板。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,在空腔体内设置有加劲肋板5,其上板1和周围侧壁2的外表面为波纹形外表面。Fig. 19 is a schematic structural view of Embodiment 19 of the present invention. The
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,在空腔体内设置有加劲肋板5,其空腔体上设置有定位构件18,图示定位构件18为支撑定位脚。Fig. 20 is a schematic structural view of Embodiment 20 of the present invention. The
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,在空腔体内设置有加劲肋板5,其空腔体上设置有用于彼此连接用的连接件19,图示连接件19为承插管件。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,在空腔体内设置有加劲肋板5,其多个空腔体通过连接件19联接为一体,空腔体之间构成内肋模腔20。Fig. 22 is a schematic structural view of Embodiment 22 of the present invention. The
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,下底板3的基层上设置有叠合层4,在空腔体内设置有加劲肋板5,其下底板3伸出挑边21,多个空腔体通过挑边21连接成成组模壳构件。Fig. 23 is a schematic structural view of Embodiment 23 of the present invention. The
图24是本发明实施例24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,在空腔体内设置有加劲肋板5,其上板1为多层粘有胶凝材料的网状增强物7叠合而成的复合叠合层。Fig. 24 is a schematic structural view of Embodiment 24 of the present invention. The
图25是本发明实施例25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,在空腔体内设置有加劲肋板5,其叠合层4本身为多层叠合而成的复合叠合层。Fig. 25 is a schematic structural view of Embodiment 25 of the present invention. The
图26是本发明实施例26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,在空腔体内设置有加劲肋板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。Figure 26 is a schematic structural view of Embodiment 26 of the present invention. The
图27是本发明实施例27的结构示意图,上板1、周围侧壁2和下底板3围成空腔体,在空腔体内设置有加劲肋板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。Figure 27 is a schematic structural view of Embodiment 27 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,在空腔体内设置有至少一片加劲肋板5,上板1或下底板3的基层或/和叠合层4的周边台阶边与周围侧壁2的四周内壁和顶端同时叠合成封口整体。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为加劲肋板,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,在空腔体内设置有加劲肋板5。如图17或图19所示,下底板3的基层和叠合层4的周边台阶边与周围侧壁2的四周内壁和顶端同时叠合成封口整体。如图18所示,上板1和下底板3的基层和叠合层4的周边台阶边与周围侧壁2的四周内壁和顶端同时叠合成封口整体。As shown in the accompanying drawings, the present invention includes an
本发明还在于所述的基层为后叠加的浆体硬化层。The present invention also lies in that the base layer is a post-stacked slurry hardened layer.
本发明还在于所述的加劲肋板5为复合加劲肋板或空心加劲肋板。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,在空腔体内设置有加劲肋板5,其加劲肋板5为空心加劲肋板。The present invention also lies in that said stiffening
本发明还在于所述的加劲肋板5为夹有轻质材料6的复合加劲肋板。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,在空腔体内设置有加劲肋板5,其加劲肋板5为夹有轻质材料6的复合加劲肋板,图示轻质材料6为膨胀珍珠岩。The present invention also lies in that said stiffening
本发明还在于所述的加劲肋板5的至少一片为叠合加劲肋板。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,在空腔体内设置有加劲肋板5,其加劲肋板5为叠合加劲肋板。The present invention also lies in that at least one of the
本发明还在于所述的叠合加劲肋板5的截面形状为T或L或工或ㄈ或X或口形。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,在空腔体内设置有加劲肋板5,其加劲肋板5的截面形状为T形。The present invention also lies in that the cross-sectional shape of the
本发明还在于所述的多片加劲肋板5呈平行、正交或斜交设置。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,在空腔体内设置有加劲肋板5,其多片加劲肋板5在空腔体内彼此呈平行设置。The present invention also lies in that the plurality of stiffening
本发明还在于所述的加劲肋板5露出模壳构件外。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,下底板3的基层上设置有叠合层4,在空腔体内设置有加劲肋板5,其加劲肋板5有部分露于空腔体外部。The present invention also lies in that said
本发明还在于所述的叠合层4与基层材质相同。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,其叠合层4的材质与基层材质相同。The present invention also lies in that the
本发明还在于所述的叠合层4与基层材质不同。The present invention also lies in that the material of the
本发明还在于所述的叠合层4位于基层外侧或内侧。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,周围侧壁2叠合有叠合层4,在空腔体内设置有加劲肋板5,其叠合层4位于基层内侧。The present invention also lies in that said
本发明还在于所述的叠合层4与基层之间以胶结或粘合或咬合或焊合或压合或拉丝或板合或螺钉或铆合的方式叠合成整体。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,在空腔体内设置有加劲肋板5,叠合层4与基层之间以铆合的方式叠合成整体。The present invention also lies in that the above-mentioned
本发明还在于叠合层4与下底板3叠合。如图10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,在空腔体内设置有加劲肋板5,其叠合层4与下底板3叠合。The present invention also lies in the lamination of the
本发明还在于叠合层4为胶凝材料轻骨料砼层。如图10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,在空腔体内设置有加劲肋板5,叠合层4为轻骨料砼层。The present invention also lies in that the superimposed
本发明还在于叠合层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,在空腔体内设置有加劲肋板5,叠合层4为加气砼层。The present invention also lies in that the superimposed
本发明还在于叠合层4为泡沫塑料层。如图9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的基层上设置有叠合层4,在空腔体内设置有加劲肋板5,叠合层4为泡沫塑料层。The invention also consists in that the
本发明还在于所述的上板1、周围侧壁2、下底板3、叠合层4或加劲肋板5中的至少一个中含有增强物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,其上板1和周围侧壁2中均设置有增强物7,图示增强物7为纤维网格布。The present invention also lies in that at least one of the
本发明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或正方形或多边形或弧角多边形或倒角多边形或多弧边形或波纹形或圆形。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,在空腔体内设置有加劲肋板5,其空腔体的水平剖面形状为多边形。The present invention also lies in that the horizontal section or vertical section of the hollow body is rectangular, square, polygonal, arc-angled polygon, chamfered polygon, polygonal arc-shaped, corrugated, or circular. Fig. 12 is a schematic structural view of
本发明还在于所述的空腔体上还设置有阴角8或倒角9或凹槽10或凹坑11或孔洞12或凸台模块13或凸条14或阳角15中的至少一个。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,在空腔体内设置有加劲肋板5,其空腔体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,在空腔体内设置有加劲肋板5,其空腔体上还同时设置有阴角8、倒角9、凹槽10和凸条14。The present invention also lies in that at least one of the
本发明还在于所述的阴角8或倒角9或凹槽10或孔洞12或凸条14自身或相互呈平行或正交或斜交或立交设置或形成网格。如图14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,在空腔体内设置有加劲肋板5,其空腔体上设置的阴角8、倒角9、凹槽10和凸条14自身或相互呈平行、正交、斜交或立交设置或形成网格状设置。The present invention also lies in that the
本发明还在于所述的空腔体的封闭空腔内还设置有加劲杆16、加强筋17中的至少一个,或者有加劲杆16、加强筋17中的至少一个露出空腔体外,或者加劲肋板5、加劲杆16、加强筋17上还有增强物7露出,或者加劲肋板5、加劲杆16、加强筋17与基层叠合或叠合后露筋、网增强物7,或者加劲肋板5、加劲杆16、加强筋17叠合有叠合层4。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,在空腔体内设置有加劲肋板5,其空腔体的封闭空腔内还同时设置有加劲杆16和加强筋17,同时,加劲肋5和加劲杆16有部分露出模壳构件外。The present invention also lies in that at least one of the stiffening rod 16 and the reinforcing rib 17 is arranged in the closed cavity of the cavity body, or at least one of the stiffening rod 16 and the reinforcing rib 17 is exposed outside the cavity, or the stiffening rod 16 and the reinforcing rib 17 are exposed outside the cavity. There are
本发明还在于所述的空腔体的封闭空腔内设置有轻质材料6。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,在空腔体内设置有加劲肋板5,其空腔体的封闭空腔内设置有轻质材料6,图示轻质材料6为膨胀珍珠岩。The present invention also lies in that a
本发明还在于所述的空腔体的上板1或周围侧壁2或下底板3的壁为轻质材料6。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,在空腔体内设置有加劲肋板5,其上板1和周围侧壁2的壁为轻质材料6制成,图示轻质材料6为陶粒砼。The present invention also lies in that the walls of the
本发明还在于所述的上板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,在空腔体内设置有加劲肋板5,其上板1为活动可拆卸的扣合盖板。The present invention also lies in that at least one of said
本发明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,在空腔体内设置有加劲肋板5,其上板1和周围侧壁2的外表面为波纹形外表面。The present invention also lies in that at least one of the outer surfaces of the
本发明还在于所述的空腔体上设置有定位构件18。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,在空腔体内设置有加劲肋板5,其空腔体上设置有定位构件18,图示定位构件18为支撑定位脚。The present invention also lies in that the positioning member 18 is arranged on the cavity body. Fig. 20 is a schematic structural view of Embodiment 20 of the present invention. The
本发明还在于所述的空腔体上设置有空腔体之间彼此连接的连接件19。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,在空腔体内设置有加劲肋板5,其空腔体上设置有用于彼此连接用的连接件19,图示连接件19为承插管件。The present invention also lies in that the cavity bodies are provided with connecting pieces 19 for connecting the cavity bodies to each other. Fig. 21 is a schematic structural view of
本发明还在于至少两个以上空腔体通过连接件19联接为一体,空腔体之间构成内肋模腔20。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,在空腔体内设置有加劲肋板5,其多个空腔体通过连接件19联接为一体,空腔体之间构成内肋模腔20。The present invention also lies in that at least two or more hollow bodies are connected as a whole through the connecting piece 19, and the inner rib mold cavity 20 is formed between the hollow bodies. Fig. 22 is a schematic structural view of Embodiment 22 of the present invention. The
本发明还在于所述的下底板3伸出有挑边21或伸出露增强物7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,下底板3的基层上设置有叠合层4,在空腔体内设置有加劲肋板5,其下底板3伸出挑边21,多个空腔体通过挑边21连接成成组模壳构件。The present invention also lies in that the
本发明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11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,在空腔体内设置有加劲肋板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 also lies in that said
本发明还在于上板1、周围侧壁2、下底板3、叠合层4或者加劲肋板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7叠合而成。图24是本发明实施例24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,在空腔体内设置有加劲肋板5,其上板1为多层粘有胶凝材料的网状增强物7叠合而成的复合叠合层。The invention also consists in that at least one of the
本发明还在于所述的叠合层4本身为至少二层叠合的复合叠合层。图25是本发明实施例25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,在空腔体内设置有加劲肋板5,其叠合层4本身为多层叠合而成的复合叠合层。The present invention also lies in that the
本发明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25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 also lies in that the
本发明还在于上板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26是本发明实施例26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,在壁腔体内设置有加劲肋板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 also lies in that at least one of the
本发明还在于上板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27是本发明实施例27的结构示意图,上板1、周围侧壁2和下底板3围成空腔体,在空腔体内设置有加劲肋板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 also lies in that the
本发明还在于模壳构件上设置有搬运件22。如图23所示,模壳构件上设置有搬运件22。The present invention also resides in that a carrier 22 is provided on the formwork member. As shown in FIG. 23 , a carrier 22 is provided on the formwork member.
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围成的开口的带加劲肋板5的层状结构的模壳构件,然后,将模壳构件的开口面朝上,将砂浆或陶粒砼叠合层4悬挂或放置于模壳构件的开口面上,用钢丝网水泥砂浆或砼封堵开口面,形成下底板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基层叠合有叠合层4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 (40)
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| CN2006100546092A CN1936225B (en) | 2003-10-01 | 2003-10-01 | a formwork member |
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| CN2006100546092A CN1936225B (en) | 2003-10-01 | 2003-10-01 | a formwork member |
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| CN103031896A (en) * | 2011-10-10 | 2013-04-10 | 湖南华廷筑邦建材有限公司 | Fabrication method of heat insulating component |
| CN103031898A (en) * | 2011-10-10 | 2013-04-10 | 湖南华廷筑邦建材有限公司 | Heat insulating component |
| CN103031900A (en) * | 2011-10-10 | 2013-04-10 | 湖南华廷筑邦建材有限公司 | Heat insulating component |
| CN103031899A (en) * | 2011-10-10 | 2013-04-10 | 湖南华廷筑邦建材有限公司 | Fabrication method of heat insulating component |
| CN103031897A (en) * | 2011-10-10 | 2013-04-10 | 湖南华廷筑邦建材有限公司 | Fabrication method of heat insulating component |
| CN103031895A (en) * | 2011-10-10 | 2013-04-10 | 湖南华廷筑邦建材有限公司 | Heat insulating component |
| CN105014770A (en) * | 2014-04-30 | 2015-11-04 | 王建军 | Manufacturing method of fiber reinforced type composite base material plate frame |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4468911A (en) * | 1982-02-12 | 1984-09-04 | Andrew Daga | System for forming structural concrete |
| CN1348045A (en) * | 2001-11-23 | 2002-05-08 | 邱则有 | Hollow tube member and its making process |
| CN1366118A (en) * | 2001-11-15 | 2002-08-28 | 邱则有 | Prefabricated hollow member for roof with space structure and its application |
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- 2003-10-01 CN CN2006100546092A patent/CN1936225B/en not_active Expired - Fee Related
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4468911A (en) * | 1982-02-12 | 1984-09-04 | Andrew Daga | System for forming structural concrete |
| CN1366118A (en) * | 2001-11-15 | 2002-08-28 | 邱则有 | Prefabricated hollow member for roof with space structure and its application |
| CN1348045A (en) * | 2001-11-23 | 2002-05-08 | 邱则有 | Hollow tube member and its making process |
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