CN1598195A - A cavity formwork member - Google Patents
A cavity formwork member Download PDFInfo
- Publication number
- CN1598195A CN1598195A CN 03157899 CN03157899A CN1598195A CN 1598195 A CN1598195 A CN 1598195A CN 03157899 CN03157899 CN 03157899 CN 03157899 A CN03157899 A CN 03157899A CN 1598195 A CN1598195 A CN 1598195A
- Authority
- CN
- China
- Prior art keywords
- cavity formwork
- lower bottom
- cavity
- upper plate
- side walls
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Images
Landscapes
- Moulds, Cores, Or Mandrels (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
- Revetment (AREA)
Abstract
Description
(一)技术领域(1) Technical field
本发明涉及一种空腔模壳构件。The present invention relates to a cavity 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各种空心管和盒子,盒子有空心的或实心的。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。又如河北省石家庄市梁军于2000年2月23日申请的专利号为ZL00203695.9、名称为“组合砼暗肋楼盖板”实用新型专利,其说明书中公开了一种模壳构件,它可以是实心的,也可以是空心的,其外形可根据设计要求制成长方形、圆形、多边形等形状。又如天津的于少华于1993年3月20日申请的专利号为ZL93206310.1、名称为“模壳构件”实用新型专利,它也公开了一种薄壁模壳构件,它将侧壁与上、下底制成全封闭空腹多面体结构,模壳体内设加强肋,并采用GRC或氯化镁GRC或无砂陶粒水泥制造。再如申请人于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,它公开的空腔结构模壳,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构件,这种空腔构件具有重量轻、强度高、结构简单、施工运输方便等特点,同时,在实际使用时,下底能参与受力,且可吊挂较大重量的物体而现浇预制结合面不开裂。上述所公开的这些轻质胎模构件,应用于现浇砼楼盖中,既是模壳构件又是预制填充构件,具有结构简单、强度高、抗变形、抗振动性能优良、制造容易、成本低等特点。但是,这种轻质胎模构件较大时,重量相对较重,搬运、施工较麻烦,使用后,年久易出现现浇砼肋与轻质胎模构件之间的裂缝。因此,研制一种新型的空腔模壳构件已为急需。At present, the cast-in-place concrete hollow floor is a widely used floor structure. The lightweight permanent tire molds filled in it include various hollow tubes and boxes, and the boxes are hollow or solid. 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 the patent No. ZL00203695.9 applied by Liang Jun, Shijiazhuang City, Hebei Province on February 23, 2000, and the name is called "combined concrete hidden rib floor cover plate" utility model patent, which discloses a formwork member in its specification sheet. It can be solid or hollow, and its shape can be made into rectangle, circle, polygon and other shapes according to design requirements. Another example is the patent No. ZL93206310.1 applied by Yu Shaohua in Tianjin on March 20, 1993, and the name is called "formwork member" utility model patent. It also discloses a thin-walled formwork member, which combines side walls with upper , The lower bottom is made of a fully enclosed fasting polyhedron structure, and the mold shell is equipped with reinforcing ribs, and is made of GRC or magnesium chloride GRC or sand-free ceramsite cement. 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 cavity structure disclosed by it Formwork, including "upper plate, surrounding side walls, and lower bottom, the upper plate, surrounding side walls, and lower bottom form a polyhedral cavity member. This cavity member has the advantages of light weight, high strength, simple structure, and convenient construction and transportation. Features, at the same time, in actual use, the lower bottom can participate in the force, and can hang heavy objects without cracking the cast-in-place prefabricated joint surface. These lightweight tire mold components disclosed above are applied to cast-in-place concrete In the floor, it is both a formwork member and a prefabricated filling member, which has the characteristics of simple structure, high strength, excellent deformation resistance, anti-vibration performance, easy manufacture, and low cost. However, when this lightweight tire mold member is large, The weight is relatively heavy, the handling and construction are troublesome, and after a long period of use, cracks between the cast-in-place concrete ribs and the lightweight tire mold members are easy to appear. Therefore, it is urgent to develop a new cavity formwork member.
(三)发明内容(3) Contents of the invention
本发明的目的在于提供一种空腔模壳构件,具有重量轻、搬运、施工方便、能防止现浇砼肋与轻质胎模构件之间的裂缝产生等特点。The object of the present invention is to provide a cavity formwork member, which has the characteristics of light weight, easy handling, convenient construction, and the ability to prevent cracks between cast-in-place concrete ribs and lightweight tire formwork members.
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,上板、周围侧壁、下底围成多面体空腔模壳构件,其特征在于空腔模壳构件的上板、周围侧壁、下底的至少一种基层为轻质材料。这样,由于在上板、周围侧壁、下底中的至少一个为轻质材料,因而轻质胎模构件的重量相对较轻,搬运施工方便,同时由于重量减轻,相应可防止现浇砼肋与轻质胎模构件之间的裂缝产生,从而达到了本发明的目的,此外,轻质胎模构件还具有结构简单、强度高、制作容易、成本低等特点,适用于各种现浇钢筋砼或预应力钢筋砼楼盖、屋盖、基础底板、墙体、桥梁使用,特别适用于无梁楼盖使用。The solution of the present invention is based on the prior art, including the upper plate, the surrounding side walls, and the lower bottom, and the upper plate, the surrounding side walls, and the lower bottom form a polyhedral cavity formwork member, which is characterized in that the cavity formwork At least one base layer of the upper plate, the surrounding side walls and the lower bottom of the component is made of lightweight material. In this way, since at least one of the upper plate, the surrounding side walls, and the lower bottom is made of lightweight material, the weight of the lightweight tire mold member is relatively light, and the transportation and construction are convenient. The cracks between the lightweight tire mold components are generated, thereby achieving the purpose of the present invention. In addition, the lightweight tire mold components also have the characteristics of simple structure, high strength, easy manufacture, and low cost, and are suitable for various cast-in-place steel bars Concrete or prestressed reinforced concrete floors, roofs, foundation slabs, walls, bridges, especially for beamless floors.
本发明的特征还在于所述的上板、周围侧壁、下底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各构件的基体中相互拉结。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,或无纹胶结粘布、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。这样,上板、周围侧壁或者下底中含有上述增强物,大大提高了它们的强度和刚度,使空腔模壳构件在堆放、运输、安装、施工过程中不易破损,即使有小面积的破损,因有增强物的连接,也不需要修补,可继续投入使用。若空腔模壳构件上还有增强物露出空腔模壳构件外部,在空腔模壳构件应用于现浇砼空心楼盖中时,其外露的增强物和现浇砼相结合,可大大提高现浇砼与空腔模壳构件之间的握裹力,优化整个空心楼盖的性能;同时,外露增强物也方便空腔模壳构件搬运时,作提手或吊环或吊钩使用。The present invention is also characterized in that at least one of the upper plate, the surrounding side walls, and the lower bottom contains reinforcements, or the reinforcements are exposed, or the reinforcements in each extend into the matrix of adjacent components and pull each other. Knot. Reinforcements are elongated members of filaments or tendons, or woven or woven cloth and nets of filaments or elongated members of tendons, or non-textured adhesive cloth, nets, or a combination of the two or more, such as reinforcements can be steel bars, steel wires, steel bars 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. In this way, the above-mentioned reinforcements are contained in the upper plate, the surrounding side walls or the lower bottom, which greatly improves their strength and rigidity, so that the cavity formwork members are not easy to be damaged during stacking, transportation, installation and construction, even if there is a small area Damage, because of the connection of reinforcements, does not need to be repaired, and can continue to be used. If there are reinforcements on the cavity formwork component exposed outside the cavity formwork component, when the cavity formwork component is applied to the cast-in-place concrete hollow floor, the exposed reinforcement and the cast-in-place concrete can greatly Improve the gripping force between the cast-in-situ concrete and the cavity formwork components, optimize the performance of the entire hollow floor; at the same time, the exposed reinforcements are also convenient for use as handles, rings or hooks when the cavity formwork components are transported.
本发明的特征还在于所述的轻质材料为泡沫塑料、膨胀珍珠岩、膨胀蛭石、陶粒砼、水泥胶结泡沫塑料粒砼、加气砼或泡沫砼的至少一种。这样,空腔模壳构件具有更好的隔音、隔热、保温性能;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 the light material is at least one of foamed plastics, expanded perlite, expanded vermiculite, ceramsite concrete, cement-bonded foamed plastic granular concrete, aerated concrete or foamed concrete. In this way, the cavity formwork member has better sound insulation, heat insulation, and thermal insulation properties; the diversity of its light material types facilitates the use of nearby materials during production, which is conducive to reducing production costs.
本发明的特征还在于所述的上板或周围侧壁或下底上设置有方便搬运的搬运件。搬运件可为提手、吊钩、吊环或其它装置。这样,可十分方便地将空腔模壳构件码放、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 present invention is also characterized in that the upper plate or the surrounding side walls or the lower bottom are provided with convenient transporting parts. The carrier can be handles, hooks, rings or other devices. In this way, the cavity formwork components can be stacked, transferred, hoisted and constructed very conveniently, which reduces the work difficulty and work intensity of the above-mentioned processes, is conducive to improving the construction efficiency and reducing the construction cost.
本发明的特征还在于所述的上板、周围侧壁或下底的至少一个中设置有至少一片叠合层。这样,上板、周围侧壁或者下底设置有叠合层,大幅度降低了空腔模壳构件的生产难度,同时,也大大提高了空腔模壳构件的抗冲击破坏能力,降低了产品的破损率,提高了空腔模壳构件的生产效率。The invention is also characterized in that at least one laminate is disposed in at least one of said upper panel, surrounding side walls or lower base. In this way, the upper plate, the surrounding side walls or the lower bottom are provided with laminated layers, which greatly reduces the production difficulty of the cavity formwork components, and at the same time greatly improves the impact resistance of the cavity formwork components, reducing the product cost. The breakage rate is high, which improves the production efficiency of cavity formwork components.
本发明的特征还在于所述的叠合层为塑料板、薄铁皮、砂浆板、纤维板、防水纸板、砼板、轻骨料板、轻质板或泡沫板。The present invention is also characterized in that the laminated layer is plastic board, thin iron sheet, mortar board, fiberboard, waterproof cardboard, concrete board, lightweight aggregate board, lightweight board or foam board.
本发明的特征还在于所述的空腔模壳构件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,多面体空腔模壳构件形状的多样化,使空腔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 member is rectangular, square, polygonal, arc-angled polygon, chamfered polygon, polygonal-arc, corrugated or circular. In this way, the diversification of the shape of the polyhedral cavity formwork member makes the cavity formwork member applied to the cast-in-place concrete hollow floor, and correspondingly forms various cast-in-place concrete structures of different shapes, thus making the cast-in-place concrete hollow building The structure of the cover is more reasonable, which is convenient for the design and construction units to choose.
本发明的特征还在于所述的空腔模壳构件上设置有凹槽、阴角、倒角、凹坑、孔洞、凸台模块、凸条、阳角中的至少一个。这样,当空腔模壳构件应用于现浇砼空心楼盖中后,现浇砼浇入凹槽、阴角、倒角、凹坑、孔洞中,相应可形成局部的现浇砼加强构造;空腔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 at least one of grooves, inner corners, chamfers, pits, holes, boss modules, convex lines, and outer corners is provided on the cavity formwork member. In this way, when the cavity formwork components are applied to the cast-in-place concrete hollow floor, the cast-in-place concrete is poured into the grooves, inner corners, chamfers, pits, and holes, and a local cast-in-place concrete reinforcement structure can be formed accordingly; The boss modules, protruding lines, and external corners set on the cavity formwork 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 performance of the roof.
本发明的特征还在于所述的凹槽、阴角、倒角、凸条自身或相互呈平行、正交、斜交或立交设置。这样,当空腔模壳构件应用于现浇砼空心楼盖中后,空腔模壳构件上的凹槽、阴角、倒角、凸条自身或相互呈平行、正交、斜交或立交设置,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,大大改善了现浇砼楼盖的力学性能。The present invention is also characterized in that the grooves, internal corners, chamfers, and convex lines are arranged parallel, orthogonal, oblique or vertical to each other. In this way, when the cavity formwork component is applied to the cast-in-place concrete hollow floor, the grooves, internal corners, chamfers, and convex lines on the cavity formwork component are arranged in parallel, orthogonal, oblique or vertical , after the concrete is poured at the above positions, 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 floor.
本发明的特征还在于所述的空腔模壳构件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、加强筋与空腔构件的壁叠合或叠合后露筋、网增强物。这样,当空腔模壳构件应用于现浇砼空心楼盖中后,空腔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,优化了现浇砼楼盖内部受力体系。若其上还有增强物露出,则空腔模壳构件与现浇砼粘结更牢,楼盖的整体性更好。The present invention is also characterized in that at least one of stiffeners, stiffeners, and ribs is provided in the closed cavity of the cavity formwork member, or at least one of stiffeners, stiffeners, and ribs is exposed in the cavity. Outside the cavity formwork member, there are reinforcements exposed on the stiffeners, stiffeners, and stiffeners, or the stiffeners, stiffeners, and ribs are laminated with the wall of the cavity member or the reinforcements and mesh reinforcements are exposed after lamination. In this way, when the cavity formwork member is applied to the cast-in-place concrete hollow floor, the stiffeners, stiffeners, and ribs or exposed stiffeners, stiffeners, and ribs set in the cavity formwork member can be integrated with the cast-in-place concrete. A composite structure combining cast-in-place and prefabrication is formed, and the internal stress system of the cast-in-place concrete floor is optimized. If there are reinforcements exposed thereon, the cavity formwork member and the cast-in-place concrete will be bonded more firmly, and the integrity of the floor will be better.
本发明的特征还在于所述的上板、周围侧壁、下底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,当空腔模壳构件应用于现浇砼空心楼盖中时,因其表面为波纹形、锯齿形、拉毛形或者糙面外表面,因而预制的空腔模壳构件与现浇砼之间的粘结力更强,从而可大大提高楼盖的整体性能。The present invention is also characterized in that at least one of the outer surfaces of the upper plate, the surrounding side walls, and the lower bottom is a corrugated, zigzag, brushed or rough outer surface. In this way, when the cavity formwork member is applied to the cast-in-place concrete hollow floor, because the surface is corrugated, zigzag, roughened or rough surface, the gap between the prefabricated cavity formwork member and the cast-in-place concrete The bonding force is stronger, which can greatly improve the overall performance of the floor.
本发明的特征还在于所述的空腔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,当空腔模壳构件应用于现浇砼空心楼盖中后,可对空腔模壳构件进行准确定位,防止空腔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,有效地保证楼盖的浇筑质量。The present invention is also characterized in that a positioning member is arranged on the cavity 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 cavity formwork components are applied to the cast-in-situ concrete hollow floor, the cavity formwork components can be accurately positioned to prevent the cavity formwork components from floating and shifting during pouring of concrete. The steel bar can be limited to effectively ensure the pouring quality of the floor.
本发明的特征还在于所述的空腔模壳构件上设置有空腔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,当空腔模壳构件应用于现浇砼空心楼盖中后,空腔模壳构件上设置的连接件能够有效、可靠地控制空腔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,也有利于空腔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 cavity formwork components are provided with connectors for connecting the cavity formwork components with 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 cavity formwork components are applied to the cast-in-place concrete hollow floor, the connectors provided on the cavity formwork components can effectively and reliably control the distance between the cavity formwork components, and control the distance between the cast-in-place concrete ribs. The width and height 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 cavity formwork components, or the formation of group components to speed up the construction speed.
本发明的特征还在于至少两个以上空腔模壳构件通过连接件联接为一体构成成组组件,空腔模壳构件之间构成内肋模腔。这样,当空腔模壳构件应用于现浇砼楼盖中后,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,空腔模壳构件通过连接件联接为一体,构成了空腔模壳组件,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 cavity formwork components are connected through connectors to form a group assembly, and the inner rib cavity is formed between the cavity formwork components. In this way, when the cavity formwork member is applied to the cast-in-place concrete floor, the cast-in-place concrete enters the inner rib cavity to form the cast-in-place concrete inner rib, which improves the mechanical properties of the floor; at the same time, the cavity formwork member The cavity formwork assembly is formed by connecting as a whole through the connecting piece, thus greatly improving the construction efficiency and construction speed of the floor.
本发明的特征还在于空腔模壳构件的上板、下底的至少一个中伸出有挑板或露增强物的挑板。这样,在空腔模壳构件应用于现浇砼空心楼盖中时,挑板可代替施工模板,省去模板安装工序,降低了材料损耗率,同时,提高了施工效率。The present invention is also characterized in that at least one of the upper plate and the lower bottom of the cavity formwork member protrudes from a pick-up plate or a pick-up plate exposed to reinforcements. In this way, when the cavity formwork component is applied to the cast-in-situ concrete hollow floor, the pick plate can replace the construction template, save the template installation process, reduce the material loss rate, and improve the construction efficiency at the same time.
本发明的特征还在于多个空腔模壳构件通过挑板连接为一体构成成组组件,空腔模壳构件之间构成内肋模腔。这样,在空腔模壳构件应用于现浇砼空心楼盖中时,挑板可代替施工模板,省去模板安装工序,降低了材料损耗率,同时,由于空腔模壳构件构成了成组组件,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 a plurality of cavity formwork members are connected by pick plates to form a group assembly, and the inner rib cavity is formed between the cavity formwork members. In this way, when the cavity formwork components are applied to the cast-in-situ concrete hollow floor, the pick plate can replace the construction formwork, save the formwork installation process, and reduce the material loss rate. At the same time, because the cavity formwork components form a group components, thus greatly improving the construction efficiency and construction speed of the floor.
(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,4为轻质材料,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3围合构成多面体空腔模壳构件,其上板1、周围侧壁2和下底3均为轻质材料4制成。Fig. 1 is a schematic structural diagram of Embodiment 1 of the present invention. In the accompanying drawings, 1 is an upper plate, 2 is a surrounding side wall, 3 is a lower bottom, and 4 is a lightweight material. In the following drawings, those with the same number have the same description. As shown in FIG. 1 , the upper plate 1 , surrounding
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3围合构成多面体空腔模壳构件,上板1、周围侧壁2和下底3均为轻质材料4制成,其周围侧壁2和下底3内均设置有增强物5,图示增强物5为钢丝。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3围合构成多面体空腔模壳构件,上板1、周围侧壁2和下底3均为轻质材料4制成,其轻质材料4为陶粒砼。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3围合构成多面体空腔模壳构件,上板1、周围侧壁2和下底3均为轻质材料4制成,其周围侧壁2上设置有方便搬运的搬运件6,图示搬运件6为提手。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3围合构成多面体空腔模壳构件,上板1、周围侧壁2和下底3均为轻质材料4制成,其下底3中设置有叠合层7。Fig. 5 is a schematic structural view of Embodiment 5 of the present invention. The upper plate 1, the surrounding
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3围合构成多面体空腔模壳构件,上板1、周围侧壁2和下底3均为轻质材料4制成,下底3中设置有叠合层7,其叠合层7为砼板。Fig. 6 is a schematic structural view of Embodiment 6 of the present invention. The upper plate 1, the surrounding
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3围合构成多面体空腔模壳构件,上板1、周围侧壁2和下底3均为轻质材料4制成,其空腔模壳构件的水平剖面形状为多边形。Fig. 7 is a structural schematic diagram 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3围合构成多面体空腔模壳构件,上板1、周围侧壁2和下底3均为轻质材料4制成,其空腔模壳构件上还设置有阴角9、凹坑11、孔洞12和凸台模块13。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3围合构成多面体空腔模壳构件,上板1、周围侧壁2和下底3均为轻质材料4制成,其空腔模壳构件上还设置有凹槽8、阴角9、倒角10和凸条14和阳角15。Fig. 9 is a structural schematic diagram 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3围合构成多面体空腔模壳构件,上板1、周围侧壁2和下底3均为轻质材料4制成,其空腔模壳构件的封闭空腔内同时设置有加劲肋16、加劲杆17和加强筋18,同时,加劲肋16和加劲杆17有部有分露于空腔模壳构件外部。Fig. 10 is a schematic structural view of Embodiment 10 of the present invention. The upper plate 1, the surrounding
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3围合构成多面体空腔模壳构件,上板1、周围侧壁2和下底3均为轻质材料4制成,其上板1为波纹形外表面。Fig. 11 is a schematic structural view of Embodiment 11 of the present invention. The upper plate 1, the surrounding
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3围合构成多面体空腔模壳构件,上板1、周围侧壁2和下底3均为轻质材料4制成,其空腔模壳构件上设置有定位件20,图示定位件20为支撑定位块。Figure 12 is a schematic structural view of Embodiment 12 of the present invention, the upper plate 1, the surrounding
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3围合构成多面体空腔模壳构件,上板1、周围侧壁2和下底3均为轻质材料4制成,其空腔模壳构件上设置有用于空腔模壳构件之间彼此连接的连接件21,图示连接件21为杆件。Fig. 13 is a schematic structural view of Embodiment 13 of the present invention. The upper plate 1, the surrounding
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3围合构成多面体空腔模壳构件,上板1、周围侧壁2和下底3均为轻质材料4制成,其多个空腔模壳构件通过连接件21联接为一体构成成组组件,相邻空腔模壳之间的间距构成内肋模腔22。Figure 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3围合构成多面体空腔模壳构件,上板1、周围侧壁2和下底3均为轻质材料4制成,其下底3伸出有挑板23。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3围合构成多面体空腔模壳构件,上板1、周围侧壁2和下底3均为轻质材料4制成,其多个空腔模壳构件通过挑板23连接为一体构成成组组件,空腔模壳构件之间的间距构成内肋模腔22。Fig. 16 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3,上板1、周围侧壁2、下底3围成多面体空腔模壳构件,其特征在于空腔模壳构件的上板1、周围侧壁2、下底3的至少一种基层为轻质材料4。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,4为轻质材料,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3围合构成多面体空腔模壳构件,其上板1、周围侧壁2和下底3均为轻质材料4制成。As shown in the accompanying drawings, the present invention includes an upper plate 1, surrounding
本发明的特征还在于所述的上板1、周围侧壁2、下底3的至少一个中含有增强物5,或者有增强物5露出,或者各自中的增强物5伸入相邻的各构件的基体中相互拉结。增强物5为丝、筋细长构件,或丝、筋细长构件编织或纺织的布和网,或无纹胶结粘布、网,或二者以上组合,如增强物5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3围合构成多面体空腔模壳构件,上板1、周围侧壁2和下底3均为轻质材料4制成,其周围侧壁2和下底3内均设置有增强物5,图示增强物5为钢丝。The present invention is also characterized in that at least one of the upper plate 1, the surrounding
本发明的特征还在于所述的轻质材料4为泡沫塑料、膨胀珍珠岩、膨胀蛭石、陶粒砼、水泥胶结泡沫塑料粒砼、加气砼或泡沫砼的至少一种。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3围合构成多面体空腔模壳构件,上板1、周围侧壁2和下底3均为轻质材料4制成,其轻质材料4为陶粒砼。The present invention is also characterized in that the
本发明的特征还在于所述的上板1或周围侧壁2或下底3上设置有方便搬运的搬运件6。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3围合构成多面体空腔模壳构件,上板1、周围侧壁2和下底3均为轻质材料4制成,其周围侧壁2上设置有方便搬运的搬运件6,图示搬运件6为提手。The present invention is also characterized in that the upper plate 1 or the surrounding
本发明的特征还在于所述的上板1、周围侧壁2或下底3的至少一个中设置有至少一片叠合层7。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3围合构成多面体空腔模壳构件,上板1、周围侧壁2和下底3均为轻质材料4制成,其下底3中设置有叠合层7。The present invention is also characterized in that at least one
本发明的特征还在于所述的叠合层7为塑料板、薄铁皮、砂浆板、纤维板、防水纸板、砼板、轻骨料板、轻质板或泡沫板。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3围合构成多面体空腔模壳构件,上板1、周围侧壁2和下底3均为轻质材料4制成,下底3中设置有叠合层7,其叠合层7为砼板。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构件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3围合构成多面体空腔模壳构件,上板1、周围侧壁2和下底3均为轻质材料4制成,其空腔模壳构件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 cavity formwork member is rectangular, square, polygonal, arc-angled polygon, chamfered polygon, polygonal-arc, corrugated or circular. Fig. 7 is a structural schematic diagram of
本发明的特征还在于所述的空腔模壳构件上设置有凹槽8、阴角9、倒角10、凹坑11、孔洞12、凸台模块13、凸条14、阳角15中的至少一个。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3围合构成多面体空腔模壳构件,上板1、周围侧壁2和下底3均为轻质材料4制成,其空腔模壳构件上还设置有阴角9、凹坑11、孔洞12和凸台模块13。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3围合构成多面体空腔模壳构件,上板1、周围侧壁2和下底3均为轻质材料4制成,其空腔模壳构件上还设置有凹槽8、阴角9、倒角10和凸条14和阳角15。The present invention is also characterized in that the cavity formwork member is provided with
本发明的特征还在于所述的凹槽8、阴角9、倒角10、凸条14自身或相互呈平行、正交、斜交或立交设置。如图9所示,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,上板1、周围侧壁2和下底3均为轻质材料4制成,其空腔模壳构件上设置的凹槽8、阴角9、倒角10和凸条14,它们自身或相互呈平行、正交或立交设置。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构件的封闭空腔内设置有加劲肋16、加劲杆17、加强筋18中的至少一个,或者有加劲肋16、加劲杆17、加强筋18中的至少一个露出空腔模壳构件外,或者加劲肋16、加劲杆17、加强筋18上还有增强物5露出,或者加劲肋16、加劲杆17、加强筋18与空腔构件的壁叠合或叠合后露筋、网增强物5。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3围合构成多面体空腔模壳构件,上板1、周围侧壁2和下底3均为轻质材料4制成,其空腔模壳构件的封闭空腔内同时设置有加劲肋16、加劲杆17和加强筋18,同时,加劲肋16和加劲杆17有部有分露于空腔模壳构件外部。The present invention is also characterized in that at least one of stiffening
本发明的特征还在于所述的上板1、周围侧壁2、下底3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3围合构成多面体空腔模壳构件,上板1、周围侧壁2和下底3均为轻质材料4制成,其上板1为波纹形外表面。The present invention is also characterized in that at least one of the outer surfaces of the upper plate 1 , the surrounding
本发明的特征还在于所述的空腔模壳构件上设置有定位构件20。图1 2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3围合构成多面体空腔模壳构件,上板1、周围侧壁2和下底3均为轻质材料4制成,其空腔模壳构件上设置有定位件20,图示定位件20为支撑定位块。The present invention is also characterized in that a positioning member 20 is arranged on the cavity formwork member. Fig. 12 is a schematic structural view of Embodiment 12 of the present invention. The upper plate 1, the surrounding
本发明的特征还在于所述的空腔模壳构件上设置有空腔模壳构件之间彼此连接的连接件21。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3围合构成多面体空腔模壳构件,上板1、周围侧壁2和下底3均为轻质材料4制成,其空腔模壳构件上设置有用于空腔模壳构件之间彼此连接的连接件21,图示连接件21为杆件。The present invention is also characterized in that the cavity formwork components are provided with connecting
本发明的特征还在于至少两个以上空腔模壳构件通过连接件21联接为一体构成成组组件,空腔模壳构件之间构成内肋模腔22。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3围合构成多面体空腔模壳构件,上板1、周围侧壁2和下底3均为轻质材料4制成,其多个空腔模壳构件通过连接件21联接为一体构成成组组件,相邻空腔模壳之间的间距构成内肋模腔22。The present invention is also characterized in that at least two or more cavity formwork components are connected as a whole through
本发明的特征还在于空腔模壳构件的上板1、下底3的至少一个中伸出有挑板23或露增强物5的挑板23。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3围合构成多面体空腔模壳构件,上板1、周围侧壁2和下底3均为轻质材料4制成,其下底3伸出有挑板23。The present invention is also characterized in that at least one of the upper plate 1 and the
本发明的特征还在于多个空腔模壳构件通过挑板23连接为一体构成成组组件,空腔模壳构件之间构成内肋模腔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和下底3围合构成多面体空腔模壳构件,上板1、周围侧壁2和下底3均为轻质材料4制成,其多个空腔模壳构件通过挑板23连接为一体构成成组组件,空腔模壳构件之间的间距构成内肋模腔22。The present invention is also characterized in that a plurality of cavity formwork components are connected as a whole through pick-up plates 23 to form a group assembly, and an inner rib cavity 22 is formed between the cavity formwork components. Fig. 16 is a schematic structural view of
本发明实施时,可采用陶粒砼在模具内制成开口的空腔模壳构件,脱模养护至规定龄期即得到开口的空腔模壳构件,然后,在下底模具中制作下底3,其下底3的浆料可采用陶粒砼,在下底3中还可放置钢丝网增强物5,在下底3浆料凝结硬化前,将预先制得的开口空腔模壳构件与下底3粘结成整体,待下底3凝结硬化后脱模,养护至规定龄期,即得到空腔模壳构件。When the present invention is implemented, ceramsite concrete can be used to make an open cavity formwork member in the mold, and the open cavity formwork member can be obtained after demoulding and curing until the specified age, and then, the
Claims (16)
Priority Applications (16)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2006101010275A CN100489227C (en) | 2003-09-15 | 2003-09-15 | Cavity formwork member |
| CNB2006101082485A CN100489240C (en) | 2003-09-15 | 2003-09-15 | Hollow cavity formwork unit |
| CNB2006101082466A CN100560900C (en) | 2003-09-15 | 2003-09-15 | A cavity formwork member |
| CN 200610110540 CN1924213A (en) | 2003-09-15 | 2003-09-15 | Cavity form component |
| CNB200610108249XA CN100489228C (en) | 2003-09-15 | 2003-09-15 | Hollow cavity formwork unit |
| CNB200610100458XA CN100467748C (en) | 2003-09-15 | 2003-09-15 | A cavity formwork member |
| CN 03157899 CN1266352C (en) | 2003-09-15 | 2003-09-15 | A cavity formwork member |
| CN 200610110542 CN1924214A (en) | 2003-09-15 | 2003-09-15 | Cavity form component |
| CNB2006100921882A CN100458053C (en) | 2003-09-15 | 2003-09-15 | Cavity moulding-shell construction member |
| CNB2006101004575A CN100489239C (en) | 2003-09-15 | 2003-09-15 | Cavity formwork member |
| CNB2006101082470A CN100467805C (en) | 2003-09-15 | 2003-09-15 | A cavity formwork member |
| CNB2006101082451A CN100455744C (en) | 2003-09-15 | 2003-09-15 | Hollow cavity mould shell construction unit |
| CNB2006101082447A CN100537930C (en) | 2003-09-15 | 2003-09-15 | A kind of cavity former component |
| CNB2006100921806A CN100476115C (en) | 2003-09-15 | 2003-09-15 | Hollow formwork component |
| CNB2006101105415A CN100545382C (en) | 2003-09-15 | 2003-09-15 | A cavity formwork member |
| CNB2006100921859A CN100458040C (en) | 2003-09-15 | 2003-09-15 | Cavity moulding-shell construction member |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 03157899 CN1266352C (en) | 2003-09-15 | 2003-09-15 | A cavity formwork member |
Related Child Applications (20)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200610092182 Division CN1896395A (en) | 2003-09-15 | 2003-09-15 | Cavity moulding-shell construction member |
| CNB200610100458XA Division CN100467748C (en) | 2003-09-15 | 2003-09-15 | A cavity formwork member |
| CN2006101010256A Division CN1896411B (en) | 2003-09-15 | 2003-09-15 | Cavity moulding-shell construction member |
| CNB2006100921859A Division CN100458040C (en) | 2003-09-15 | 2003-09-15 | Cavity moulding-shell construction member |
| CNB2006101082451A Division CN100455744C (en) | 2003-09-15 | 2003-09-15 | Hollow cavity mould shell construction unit |
| CN 200610101023 Division CN1896410A (en) | 2003-09-15 | 2003-09-15 | Cavity moulding-shell construction member |
| CNB2006100921806A Division CN100476115C (en) | 2003-09-15 | 2003-09-15 | Hollow formwork component |
| CNB2006100921882A Division CN100458053C (en) | 2003-09-15 | 2003-09-15 | Cavity moulding-shell construction member |
| CNB2006101082485A Division CN100489240C (en) | 2003-09-15 | 2003-09-15 | Hollow cavity formwork unit |
| CNB2006101082470A Division CN100467805C (en) | 2003-09-15 | 2003-09-15 | A cavity formwork member |
| CN 200610110542 Division CN1924214A (en) | 2003-09-15 | 2003-09-15 | Cavity form component |
| CN 200610094402 Division CN1873133A (en) | 2003-09-15 | 2003-09-15 | Shuttering structural component of cavity |
| CNB200610108249XA Division CN100489228C (en) | 2003-09-15 | 2003-09-15 | Hollow cavity formwork unit |
| CNB2006101082466A Division CN100560900C (en) | 2003-09-15 | 2003-09-15 | A cavity formwork member |
| CNB2006101082447A Division CN100537930C (en) | 2003-09-15 | 2003-09-15 | A kind of cavity former component |
| CN 200610110540 Division CN1924213A (en) | 2003-09-15 | 2003-09-15 | Cavity form component |
| CNB2006101105415A Division CN100545382C (en) | 2003-09-15 | 2003-09-15 | A cavity formwork member |
| CNB2006101010275A Division CN100489227C (en) | 2003-09-15 | 2003-09-15 | Cavity formwork member |
| CNB2006101004575A Division CN100489239C (en) | 2003-09-15 | 2003-09-15 | Cavity formwork member |
| CN2006101010222A Division CN1896409B (en) | 2003-09-15 | 2003-09-15 | Cavity moulding-shell construction member |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1598195A true CN1598195A (en) | 2005-03-23 |
| CN1266352C CN1266352C (en) | 2006-07-26 |
Family
ID=34660401
Family Applications (16)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB200610108249XA Expired - Fee Related CN100489228C (en) | 2003-09-15 | 2003-09-15 | Hollow cavity formwork unit |
| CNB2006100921882A Expired - Fee Related CN100458053C (en) | 2003-09-15 | 2003-09-15 | Cavity moulding-shell construction member |
| CNB2006101105415A Expired - Fee Related CN100545382C (en) | 2003-09-15 | 2003-09-15 | A cavity formwork member |
| CNB2006100921806A Expired - Fee Related CN100476115C (en) | 2003-09-15 | 2003-09-15 | Hollow formwork component |
| CNB2006101082470A Expired - Fee Related CN100467805C (en) | 2003-09-15 | 2003-09-15 | A cavity formwork member |
| CNB2006101082447A Expired - Fee Related CN100537930C (en) | 2003-09-15 | 2003-09-15 | A kind of cavity former component |
| CN 200610110542 Pending CN1924214A (en) | 2003-09-15 | 2003-09-15 | Cavity form component |
| CN 03157899 Ceased CN1266352C (en) | 2003-09-15 | 2003-09-15 | A cavity formwork member |
| CNB2006100921859A Expired - Fee Related CN100458040C (en) | 2003-09-15 | 2003-09-15 | Cavity moulding-shell construction member |
| CN 200610110540 Pending CN1924213A (en) | 2003-09-15 | 2003-09-15 | Cavity form component |
| CNB2006101082485A Expired - Fee Related CN100489240C (en) | 2003-09-15 | 2003-09-15 | Hollow cavity formwork unit |
| CNB2006101082466A Expired - Fee Related CN100560900C (en) | 2003-09-15 | 2003-09-15 | A cavity formwork member |
| CNB2006101004575A Expired - Fee Related CN100489239C (en) | 2003-09-15 | 2003-09-15 | Cavity formwork member |
| CNB2006101010275A Expired - Fee Related CN100489227C (en) | 2003-09-15 | 2003-09-15 | Cavity formwork member |
| CNB200610100458XA Expired - Fee Related CN100467748C (en) | 2003-09-15 | 2003-09-15 | A cavity formwork member |
| CNB2006101082451A Expired - Fee Related CN100455744C (en) | 2003-09-15 | 2003-09-15 | Hollow cavity mould shell construction unit |
Family Applications Before (7)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB200610108249XA Expired - Fee Related CN100489228C (en) | 2003-09-15 | 2003-09-15 | Hollow cavity formwork unit |
| CNB2006100921882A Expired - Fee Related CN100458053C (en) | 2003-09-15 | 2003-09-15 | Cavity moulding-shell construction member |
| CNB2006101105415A Expired - Fee Related CN100545382C (en) | 2003-09-15 | 2003-09-15 | A cavity formwork member |
| CNB2006100921806A Expired - Fee Related CN100476115C (en) | 2003-09-15 | 2003-09-15 | Hollow formwork component |
| CNB2006101082470A Expired - Fee Related CN100467805C (en) | 2003-09-15 | 2003-09-15 | A cavity formwork member |
| CNB2006101082447A Expired - Fee Related CN100537930C (en) | 2003-09-15 | 2003-09-15 | A kind of cavity former component |
| CN 200610110542 Pending CN1924214A (en) | 2003-09-15 | 2003-09-15 | Cavity form component |
Family Applications After (8)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2006100921859A Expired - Fee Related CN100458040C (en) | 2003-09-15 | 2003-09-15 | Cavity moulding-shell construction member |
| CN 200610110540 Pending CN1924213A (en) | 2003-09-15 | 2003-09-15 | Cavity form component |
| CNB2006101082485A Expired - Fee Related CN100489240C (en) | 2003-09-15 | 2003-09-15 | Hollow cavity formwork unit |
| CNB2006101082466A Expired - Fee Related CN100560900C (en) | 2003-09-15 | 2003-09-15 | A cavity formwork member |
| CNB2006101004575A Expired - Fee Related CN100489239C (en) | 2003-09-15 | 2003-09-15 | Cavity formwork member |
| CNB2006101010275A Expired - Fee Related CN100489227C (en) | 2003-09-15 | 2003-09-15 | Cavity formwork member |
| CNB200610100458XA Expired - Fee Related CN100467748C (en) | 2003-09-15 | 2003-09-15 | A cavity formwork member |
| CNB2006101082451A Expired - Fee Related CN100455744C (en) | 2003-09-15 | 2003-09-15 | Hollow cavity mould shell construction unit |
Country Status (1)
| Country | Link |
|---|---|
| CN (16) | CN100489228C (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100360752C (en) * | 2005-06-06 | 2008-01-09 | 邱则有 | cast-in-place concrete hollow slab |
| CN101164752B (en) * | 2004-02-27 | 2010-11-17 | 邱则有 | Form component forming mould |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102312500A (en) * | 2010-06-29 | 2012-01-11 | 湖南华廷筑邦建材有限公司 | Prefabricated board unit for net rib board |
| CN102312512A (en) * | 2010-06-29 | 2012-01-11 | 湖南华廷筑邦建材有限公司 | Precast slab unit for mesh rib plate |
Family Cites Families (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4468911A (en) * | 1982-02-12 | 1984-09-04 | Andrew Daga | System for forming structural concrete |
| CN2160693Y (en) * | 1993-03-20 | 1994-04-06 | 于少华 | Shuttering member |
| IT1264099B1 (en) * | 1993-03-26 | 1996-09-10 | Ondaplast Spa | PRODUCTS FOR THE MANUFACTURE OF SLABS WITH LIGHTENING BOX ELEMENTS AND SLABS MADE WITH SUCH PRODUCTS. |
| JPH07269022A (en) * | 1994-03-31 | 1995-10-17 | Maeda Corp | Beam construction |
| JPH1025854A (en) * | 1996-07-12 | 1998-01-27 | Jiyoisuto:Kk | Lightweight concrete plate |
| PT102019B (en) * | 1997-06-11 | 2001-11-30 | Ferreira Eduarda Fanha Nunes R | BOX OF PLASTIC FOR ALVEOLO OF LAJE FUNGIFORME OF TOTAL INVOLVEMENT |
| CN2359371Y (en) * | 1998-04-29 | 2000-01-19 | 樊立 | Light rack board |
| CN2419292Y (en) * | 2000-02-23 | 2001-02-14 | 梁军 | Assembling building floor with low ribs |
| CN2466270Y (en) * | 2000-12-07 | 2001-12-19 | 张凤云 | Light composite form |
| CN2536687Y (en) * | 2001-11-23 | 2003-02-19 | 邱则有 | Hollow constructing component for steel bar reinforced floor |
| CN1138049C (en) * | 2001-11-23 | 2004-02-11 | 邱则有 | Reinforced concrete floor slab with space structure |
| CN1176288C (en) * | 2002-10-25 | 2004-11-17 | 邱则有 | Modular formwork members |
-
2003
- 2003-09-15 CN CNB200610108249XA patent/CN100489228C/en not_active Expired - Fee Related
- 2003-09-15 CN CNB2006100921882A patent/CN100458053C/en not_active Expired - Fee Related
- 2003-09-15 CN CNB2006101105415A patent/CN100545382C/en not_active Expired - Fee Related
- 2003-09-15 CN CNB2006100921806A patent/CN100476115C/en not_active Expired - Fee Related
- 2003-09-15 CN CNB2006101082470A patent/CN100467805C/en not_active Expired - Fee Related
- 2003-09-15 CN CNB2006101082447A patent/CN100537930C/en not_active Expired - Fee Related
- 2003-09-15 CN CN 200610110542 patent/CN1924214A/en active Pending
- 2003-09-15 CN CN 03157899 patent/CN1266352C/en not_active Ceased
- 2003-09-15 CN CNB2006100921859A patent/CN100458040C/en not_active Expired - Fee Related
- 2003-09-15 CN CN 200610110540 patent/CN1924213A/en active Pending
- 2003-09-15 CN CNB2006101082485A patent/CN100489240C/en not_active Expired - Fee Related
- 2003-09-15 CN CNB2006101082466A patent/CN100560900C/en not_active Expired - Fee Related
- 2003-09-15 CN CNB2006101004575A patent/CN100489239C/en not_active Expired - Fee Related
- 2003-09-15 CN CNB2006101010275A patent/CN100489227C/en not_active Expired - Fee Related
- 2003-09-15 CN CNB200610100458XA patent/CN100467748C/en not_active Expired - Fee Related
- 2003-09-15 CN CNB2006101082451A patent/CN100455744C/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101164752B (en) * | 2004-02-27 | 2010-11-17 | 邱则有 | Form component forming mould |
| CN100360752C (en) * | 2005-06-06 | 2008-01-09 | 邱则有 | cast-in-place concrete hollow slab |
Also Published As
| Publication number | Publication date |
|---|---|
| CN100455744C (en) | 2009-01-28 |
| CN1896432A (en) | 2007-01-17 |
| CN100467748C (en) | 2009-03-11 |
| CN100489228C (en) | 2009-05-20 |
| CN1896433A (en) | 2007-01-17 |
| CN1904265A (en) | 2007-01-31 |
| CN1924213A (en) | 2007-03-07 |
| CN1896418A (en) | 2007-01-17 |
| CN1904267A (en) | 2007-01-31 |
| CN100458040C (en) | 2009-02-04 |
| CN1896406A (en) | 2007-01-17 |
| CN100537930C (en) | 2009-09-09 |
| CN1924214A (en) | 2007-03-07 |
| CN100560900C (en) | 2009-11-18 |
| CN1266352C (en) | 2006-07-26 |
| CN1904262A (en) | 2007-01-31 |
| CN100467805C (en) | 2009-03-11 |
| CN100489239C (en) | 2009-05-20 |
| CN1904261A (en) | 2007-01-31 |
| CN1896396A (en) | 2007-01-17 |
| CN1904260A (en) | 2007-01-31 |
| CN100489227C (en) | 2009-05-20 |
| CN1904266A (en) | 2007-01-31 |
| CN100489240C (en) | 2009-05-20 |
| CN1896412A (en) | 2007-01-17 |
| CN100545382C (en) | 2009-09-30 |
| CN1912280A (en) | 2007-02-14 |
| CN100458053C (en) | 2009-02-04 |
| CN100476115C (en) | 2009-04-08 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN100458053C (en) | Cavity moulding-shell construction member | |
| CN100489229C (en) | Cavity formwork member | |
| CN1273703C (en) | A cavity formwork component for cast-in-place concrete | |
| CN1304707C (en) | A cavity formwork component for cast-in-place concrete | |
| CN1594783A (en) | A cavity formwork member | |
| CN1280493C (en) | A cavity formwork component for cast-in-place concrete | |
| CN1273704C (en) | A cavity formwork component for cast-in-place concrete | |
| CN1260441C (en) | A cavity formwork component for cast-in-place concrete | |
| CN1304709C (en) | A cavity formwork component for cast-in-place concrete | |
| CN1256492C (en) | A lightweight tire mold component for cast-in-place concrete | |
| CN1246552C (en) | a formwork member | |
| CN1300425C (en) | A cavity formwork component for cast-in-place concrete | |
| CN1580449A (en) | A cavity formwork component for cast-in-place concrete | |
| CN1609368A (en) | A cavity formwork member | |
| CN1289765C (en) | A cavity formwork component for cast-in-place concrete | |
| CN1609369A (en) | A cavity formwork member | |
| CN1580442A (en) | A cavity formwork component for cast-in-place concrete | |
| CN1580453A (en) | A cavity formwork component for cast-in-place concrete | |
| CN1594787A (en) | A cavity formwork member | |
| CN1580441A (en) | A cavity formwork component for cast-in-place concrete | |
| CN1594791A (en) | A cavity formwork member | |
| CN1580450A (en) | A cavity formwork component for cast-in-place concrete | |
| CN1528998A (en) | Shuttering component | |
| CN1594785A (en) | A cavity formwork member | |
| CN1594786A (en) | A cavity formwork member |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: HUNAN QIUZEYOU PATENT STRATEGY PLANNING CO., LTD. Free format text: FORMER OWNER: QIU ZEYOU Effective date: 20101008 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 410005 28/F, SHUNTIANCHENG, NO.185, FURONG MIDDLE ROAD, CHANGSHA CITY, HUNAN PROVINCE TO: 410205 JUXING INDUSTRIAL BASE, NO.8, LUJING ROAD, CHANGSHA HIGH-TECH. DEVELOPMENT ZONE, YUELU DISTRICT, CHANGSHA CITY, HUNAN PROVINCE |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20101008 Address after: 410205, Hunan Changsha Changsha hi tech Development Zone, Yuelu District Road, No. 8 star industry base Patentee after: Hunan Qiuzeyou Patent Strategy Planning Co., Ltd. Address before: 410005 Hunan province Changsha Furong Road 185 Suncheon City 28 floor Patentee before: Qiu Zeyou |
|
| DD01 | Delivery of document by public notice | ||
| DD01 | Delivery of document by public notice |
Addressee: Liang Jin Document name: Notice of termination |
|
| DD01 | Delivery of document by public notice | ||
| DD01 | Delivery of document by public notice |
Addressee: Liang Jin Document name: Notification of Termination of Procedure |
|
| IW01 | Full invalidation of patent right | ||
| IW01 | Full invalidation of patent right |
Decision date of declaring invalidation: 20181026 Decision number of declaring invalidation: 37487 Granted publication date: 20060726 |