CN1580450A - A cavity formwork component for cast-in-place concrete - Google Patents
A cavity formwork component for cast-in-place concrete Download PDFInfo
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Abstract
Description
(一)技术领域(1) Technical field
本发明涉及一种现浇砼用空腔模壳构件。The invention relates to a cavity formwork component for cast-in-place concrete.
(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,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,此外,该种多面体空腔模壳构件,为了节省施工模板,下底还可从周围侧壁伸出构成挑板,挑板可作为空腔模壳构件之间的现浇砼肋的结构模板,有利于提高施工速度,降低施工成本。同时,这种空腔模壳构件还具有结构简单、强度高、抗变形、抗振动性能优良、制造容易、成本低等特点。但是,这种空腔模壳构件内无加强构造,因而空腔模壳构件的整体强度和刚度较差,易出现空腔模壳构件破损的现象,应用于现浇砼空心楼盖后,也不能较好地参与空心楼盖的受力与传力。因此,研制一种新型的现浇砼用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 The formwork includes "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. This cavity formwork member has light weight, high strength, simple structure, Convenient construction and transportation. 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. In addition, this kind of polyhedral cavity formwork member, for The construction formwork is saved, and the lower bottom can also protrude from the surrounding side walls to form a pick-up plate, which can be used as a structural formwork for the cast-in-place concrete ribs between the cavity formwork components, which is conducive to improving the construction speed and reducing the construction cost. At the same time, This cavity formwork component also has the characteristics of simple structure, high strength, excellent deformation resistance, vibration resistance, easy manufacture, and low cost. However, there is no reinforcing structure in this cavity formwork component, so the cavity formwork The overall strength and rigidity of the components are poor, and the cavity formwork components are prone to damage. After being applied to the cast-in-place concrete hollow floor, it cannot participate in the force and transmission of the hollow floor. Therefore, the development of a A new type of cavity formwork member for cast-in-place concrete is in urgent need.
(三)发明内容(3) Contents of the invention
本发明的目的在于提供一种现浇砼用空腔模壳构件,具有强度高、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 cavity formwork member for cast-in-place concrete, which has the characteristics of 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,上板、周围侧壁、下底围成多面体空腔模壳构件,下底从至少一周围侧壁伸出构成挑板,其特征在于在空腔模壳构件内设置有至少一片加劲肋板。这样,由于空腔模壳构件内设置有加劲肋板,因而空腔模壳构件的强度高、刚度大、不易出现空腔模壳构件破损的现象,且能参与楼盖的受力与传力;同时,空腔模壳构件还具有结构简单、强度高、抗变形、抗振动性能优良、制造容易、成本低、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 on the basis of prior art, comprises upper plate, surrounding side wall, lower bottom, and upper plate, surrounding side wall, lower bottom encircle polyhedron cavity formwork member, and lower bottom is from at least one surrounding side The wall protrudes to form a pick plate, which is characterized in that at least one stiffening rib is arranged in the cavity formwork member. In this way, since the cavity formwork member is provided with stiffening ribs, the cavity formwork member has high strength and high rigidity, is not prone to breakage of the cavity formwork member, and can participate in the force bearing and transmission of the floor At the same time, the cavity formwork member also has the characteristics of simple structure, high strength, excellent deformation resistance, anti-vibration performance, easy manufacture, low cost, convenient construction, fast construction speed, etc., thereby achieving the purpose of the present invention and being suitable for current It is suitable for hollow floors, roofs, walls, foundation slabs and hollow bridges of poured reinforced concrete or prestressed reinforced concrete, especially for hollow beamless floors.
本发明的特征还在于所述的下底为由模板与下底共同构成的叠合下底。这样,先预制好一面为开口的空腔模壳,在其开口内嵌设模板后,再在模板上铺设下底料浆,养护至规定龄期后,拆去下底成型模具,即得到下底为叠合了模板的空腔模壳构件;其模板和下底共同构成的叠合下底具有强度大、制作方便等特点,可实现流水生产,大幅度降低了空腔模壳构件的造价,有利于空腔模壳构件的推广应用。The present invention is also characterized in that the lower bottom is a laminated lower bottom composed of templates and the lower bottom. In this way, the cavity formwork with an opening on one side is prefabricated first, and the template is embedded in the opening, and then the bottom slurry is laid on the template. After curing to the specified age, the bottom molding mold is removed to obtain the bottom bottom. The bottom is a cavity formwork member with laminated templates; the laminated lower bottom formed by the formwork and the lower bottom has the characteristics of high strength and convenient production, which can realize flow production and greatly reduce the cost of cavity formwork components , which is conducive to the popularization and application of cavity formwork components.
本发明的特征还在于所述的上板或周围侧壁或挑板上设置有方便搬运的搬运件。搬运件为提手、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。The present invention is also characterized in that the upper plate or the surrounding side walls or pick-up plates are provided with convenient transporting parts. The handling parts are handles, hooks, rings or other devices. In this way, the cavity formwork components can be stacked, transferred, hoisted and constructed very conveniently, reducing the work difficulty and work intensity of the above-mentioned processes.
本发明的特征还在于所述的下底从周围侧壁的相邻两侧伸出挑板构成L形挑板,或者下底从周围侧壁的四周均伸出挑板构成方环形挑板。这样,当空腔模壳构件应用于现浇砼空心楼盖中时,其伸出的挑板可代替施工模板,减少了模板的损耗,同时,省去了模板的安装工序,大大提高了施工效率,降低了楼盖的综合成本。The present invention is also characterized in that the lower bottom protrudes from the adjacent two sides of the surrounding side walls to form an L-shaped pick plate, or the lower bottom protrudes from the surrounding side walls to form a square ring-shaped pick plate. In this way, when the cavity formwork component is applied to the cast-in-situ concrete hollow floor, the protruding pick plate can replace the construction formwork, which reduces the loss of the formwork, and at the same time, saves the installation process of the formwork, greatly improving the construction efficiency , reducing the overall cost of the floor.
本发明的特征还在于所述的上板的至少一侧伸出有挑板。这样,当空腔模壳构件应用于现浇砼空心楼盖中时,伸出的挑板可与现浇砼形成叠合楼板,减少了现浇砼的用量,降低了楼盖的综合造价;同时,空腔模壳构件应用于空心墙体时,上板和下底伸出的挑板,均可作为墙体两侧的模板使用,可大大提高施工效率,降低施工成本。The present invention is also characterized in that at least one side of the upper plate protrudes from a pick-up plate. In this way, when the cavity formwork component is applied to the cast-in-place concrete hollow floor, the protruding pick plate can form a laminated floor slab with the cast-in-place concrete, which reduces the amount of cast-in-place concrete and the overall cost of the floor; at the same time , when the cavity formwork member is applied to the hollow wall, the pick-up plates protruding from the upper plate and the lower bottom can be used as formwork on both sides of the wall, which can greatly improve the construction efficiency and reduce the construction cost.
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空腔模壳构件,强度得到了大大提高,而其本身重量并无明显增加,重量很轻,同时,结构简单,运输、施工方便,空腔模壳构件应用于现浇砼空心楼盖中后,相应楼盖的重量也大大减轻,改善了楼盖的性能,同时也降低了楼盖的材料成本。The present invention is also characterized in that said stiffening ribs are composite stiffening ribs or hollow stiffening ribs. In this way, the strength of the cavity formwork member using composite stiffeners or hollow stiffeners has been greatly improved, but its own weight has not increased significantly, and the weight is very light. At the same time, the structure is simple, and the transportation and construction are convenient. After the formwork member is applied to the cast-in-situ concrete hollow floor, the weight of the corresponding floor is greatly reduced, the performance of the floor is improved, and the material cost of the floor is also reduced.
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,所以其重量远远小于同体积普通加劲肋的重量,使空腔构件更轻,同时并不影响强度,此外,空腔构件的保温、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 stiffener is sandwiched with lightweight materials, so its weight is far less than that of ordinary stiffeners of the same volume, making the cavity member lighter without affecting its strength. In addition, the insulation, heat insulation, Sound insulation performance is better.
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,在空腔模壳构件应用于现浇砼楼盖中时,空腔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 cavity formwork component is applied to the cast-in-place concrete floor, the arrangement of the stiffening ribs in the cavity component 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空腔模壳构件外。这样,在空腔模壳构件应用于现浇砼楼盖中时,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 the stiffeners are exposed outside the cavity formwork member. In this way, when the cavity formwork components are applied to the cast-in-place concrete 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, making the overall performance of the floor and better mechanical properties.
本发明的特征还在于所述的上板、周围侧壁、下底、挑板、加劲肋板的至少一个中含有增强物,或者有增强物露出。增强物为钢筋、钢丝、预应力筋、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、包装带、编织带中的至少一种。这样,上板、周围侧壁、下底或者挑板中含有上述增强物,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, the lower bottom, the pick plate, and the stiffener contains reinforcements, or the reinforcements are exposed. The reinforcement is at least one of steel bar, steel wire, prestressed tendon, steel mesh, steel wire mesh, fiber, fiber tow, fiber mesh cloth, non-woven fabric, thin metal strip, packing tape, and braided tape. In this way, the above-mentioned reinforcements are contained in the upper plate, the surrounding side walls, the lower bottom, or the pick plate, which greatly improves their strength and rigidity, so that the cavity formwork components are not easily damaged during stacking, transportation, installation, and construction. Small area of damage, because of the connection of reinforcements, does not need to be repaired, and can continue to be put into use. 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 be greatly improved. 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侧壁内有增强物伸入并锚固在下底或挑板内,或者下底或挑板内有增强物伸入并锚固在侧壁内。这样,侧壁内有增强物伸入并锚固在下底内或挑板内,或下底或挑板内有增强物伸入并锚固在侧壁内,因而,大大提高了侧壁和下底之间的连接强度,可有效保证空腔模壳构件在运输、安装、施工过程中,侧壁和下底或者挑板之间不开裂、不松动、不脱落,大幅度降低了空腔模壳构件的破损率。The present invention is also characterized in that reinforcements extend into the side walls and are anchored in the lower bottom or the pick-up plate, or there are reinforcements in the lower bottom or pick-up boards that extend into and are anchored in the side walls. In this way, there are reinforcements in the side wall extending into and anchored in the lower bottom or the pick plate, or reinforcements in the lower bottom or the pick plate extend into and anchored in the side wall, thus greatly improving the distance between the side wall and the lower bottom. The connection strength between the cavity formwork components can effectively ensure that the cavity formwork components will not crack, loosen or fall off between the side wall and the lower bottom or the pick plate during transportation, installation, and construction, and the cavity formwork components will be greatly reduced. breakage rate.
本发明的特征还在于所述的多面体空腔模壳构件的水平剖面形状为长方形、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 cross-sectional shape of the polyhedral cavity formwork member 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 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。The present invention is also characterized in that at least one of internal corners, chamfers, grooves, pits, holes, boss modules, convex lines, and external 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 provided on the cavity formwork member can evacuate the unstressed concrete in the floor, further reduce the weight of the floor itself, save the amount of concrete, and reduce the cost of the floor.
本发明的特征还在于所述的阴角、倒角、凹槽、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,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 internal angles, chamfers, grooves, and convex lines are arranged in parallel, orthogonal, oblique or vertical intersections. 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, a parallel, orthogonal, oblique or overpass cast-in-place concrete strengthening structure is correspondingly 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杆、加强筋中的至少一个,或者有加劲杆露出空腔模壳构件外,或者加劲杆上还露出有增强物。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,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 a stiffening rod and a reinforcing rib is arranged in the closed cavity of the cavity formwork member, or a stiffener is exposed outside the cavity formwork member, or a stiffener is also exposed on the stiffener. reinforcement. In this way, when the cavity formwork member is applied to the cast-in-place concrete hollow floor, the stiffeners, stiffeners, stiffeners or exposed stiffeners and stiffeners arranged in the cavity formwork member can form a concrete structure with the cast-in-place concrete. The composite structure combining pouring and prefabrication optimizes the internal stress system of the cast-in-place concrete floor. 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空腔模壳构件的封闭空腔内设置有轻质材料。这样,大大提高了空腔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,还使空腔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 formwork member. In this way, the impact resistance of the cavity formwork member is greatly improved, and the damage rate of the product during construction and application is reduced. At the same time, it also makes the cavity 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, ore Cotton, glass wool, ceramsite or ceramsite concrete, etc., the variety of lightweight materials 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上板或侧壁中的至少一个为可拆卸的活动部件。这样,可随时方便检查空腔模壳构件内部的情况,同时也可随时在空腔模壳构件的内部部分或全部填充轻质材料,或者在空腔模壳构件内部安装其它部件,如接线盒、水电管线、消防淋喷头等。The present invention is also characterized in that at least one of the upper plate or the side wall is a detachable movable part. In this way, it is convenient to check the condition inside the cavity formwork member at any time, and at the same time, it is also possible to partially or completely fill the interior of the cavity formwork member with lightweight materials, or install other components inside the cavity formwork member, such as junction boxes. , water and electricity pipelines, fire sprinklers, etc.
本发明的特征还在于所述的上板、周围侧壁、挑板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 pick-up plate 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 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,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 and speed up the construction.
本发明的特征还在于至少两个以上空腔模壳构件通过挑板联接为一体,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,空腔模壳构件通过挑板联接为一体,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 as a whole through pick-up plates, and an 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 the pick-up plates into one body, thus greatly improving the construction efficiency and construction speed of the floor.
本发明的特征还在于所述的内肋模腔内设置有固定或活动的撑拉件。撑拉件可为杆件、索、板片、筋、丝、薄条带、墩、块等。这样,由于设置有撑拉件,成组的空腔模壳构件在搬运施工时,由于撑拉件的支撑或拉结作用,大大减少了成组的空腔模壳构件的破损率,当应用于现浇砼空心楼盖中时,安装施工速度快,工作效率高,可大大提高楼盖的施工速度。The present invention is also characterized in that fixed or movable braces are arranged in the mold cavity of the inner rib. The supporting parts can be rods, cables, plates, tendons, wires, thin strips, piers, blocks, etc. In this way, due to the provision of braces, the damage rate of the grouped cavity formwork components is greatly reduced due to the support or tie effect of the braces during the transportation and construction of the grouped cavity formwork components. When it is placed in the cast-in-situ concrete hollow floor, the installation and construction speed is fast, the work efficiency is high, and the construction speed of the floor can be greatly improved.
(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为挑板,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3围合构成多面体空腔模壳构件,下底3从周围侧壁2下伸出构成挑板4,其空腔模壳构件内设置有加劲肋板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3围合构成多面体空腔模壳构件,下底3从周围侧壁2下伸出构成挑板4,空腔模壳构件内设置有加劲肋板5,其下底3为由模板6和下底3共同构成的叠合下底。Fig. 2 is a schematic structural view 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,下底3从周围侧壁2下伸出构成挑板4,空腔模壳构件内设置有加劲肋板5,其挑板4上设置有方便搬运的搬运件7,图示搬运件7为提手。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,下底3从周围侧壁2下伸出构成挑板4,空腔模壳构件内设置有加劲肋板5,其下底3从周围侧壁2的相邻两侧伸出构成L型挑板4。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,下底3从周围侧壁2下伸出构成挑板4,空腔模壳构件内设置有加劲肋板5,其上板1也伸出了周围侧壁2构成了挑板4。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3围合构成多面体空腔模壳构件,下底3从周围侧壁2下伸出构成挑板4,空腔模壳构件内设置有加劲肋板5,其所述的加劲肋板5为复合加劲肋板。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3围合构成多面体空腔模壳构件,下底3从周围侧壁2下伸出构成挑板4,空腔模壳构件内设置有加劲肋板5,其加劲肋板5为夹有轻质材料8的复合加劲肋板,图示轻质材料8为膨胀珍珠岩。Fig. 7 is a schematic structural view of Embodiment 7 of the present invention. The
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,下底3从周围侧壁2下伸出构成挑板4,空腔模壳构件内设置有加劲肋板5,其空腔模壳构件内设置有多个相互平行设置的加劲肋板5。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,下底3从周围侧壁2下伸出构成挑板4,空腔模壳构件内设置有加劲肋板5,其加劲肋板5有部分露出空腔模壳构件外部。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3围合构成多面体空腔模壳构件,下底3从周围侧壁2下伸出构成挑板4,空腔模壳构件内设置有加劲肋板5,其上板1、周围侧壁2、下底3和挑板4内均设置有增强物9,图示增强物9为纤维网格布,同时,上板1和挑板4上有薄条带增强物9露出。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3围合构成多面体空腔模壳构件,下底3从周围侧壁2下伸出构成挑板4,空腔模壳构件内设置有加劲肋板5,其空腔构件的水平剖面形状为倒角多边形。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3围合构成多面体空腔模壳构件,下底3从周围侧壁2下伸出构成挑板4,空腔模壳构件内设置有加劲肋板5,其空腔模壳构件的其它部位上还同时设置有倒角11、凹槽12、凹坑13、孔洞14和凸台模块15和阳角17。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3围合构成多面体空腔模壳构件,下底3从周围侧壁2下伸出构成挑板4,空腔模壳构件内设置有加劲肋板5,其空腔模壳构件的其它部位上还同时设置有阴角10、倒角11、凹槽12和凸条16。Fig. 13 is a schematic structural view of Embodiment 13 of the present invention. The
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,下底3从周围侧壁2下伸出构成挑板4,空腔模壳构件内设置有加劲肋板5,其空腔模壳构件的封闭空腔内还设置有加劲杆18和加强筋19,同时,加劲杆18有部分露于空腔模壳构件外。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3围合构成多面体空腔模壳构件,下底3从周围侧壁2下伸出构成挑板4,空腔模壳构件内设置有加劲肋板5,其空腔模壳构件的封闭空腔内设置有轻质材料8,图示轻质材料8为膨胀珍珠岩。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3围合构成多面体空腔模壳构件,下底3从周围侧壁2下伸出构成挑板4,空腔模壳构件内设置有加劲肋板5,其上板1为活动可拆卸的扣合盖板。Fig. 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3围合构成多面体空腔模壳构件,下底3从周围侧壁2下伸出构成挑板4,空腔模壳构件内设置有加劲肋板5,其上板1和两相对设置的周围侧壁2为波浪形外表面。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3围合构成多面体空腔模壳构件,下底3从周围侧壁2下伸出构成挑板4,空腔模壳构件内设置有加劲肋板5,其空腔模壳构件上设置有多个定位构件20,图示定位构件20为支撑定位块。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3围合构成多面体空腔模壳构件,下底3从周围侧壁2下伸出构成挑板4,空腔模壳构件内设置有加劲肋板5,其空腔模壳构件上还设置有多个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为承插式方管。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3围合构成多面体空腔模壳构件,下底3从周围侧壁2下伸出构成挑板4,空腔模壳构件内设置有加劲肋板5,其多个空腔模壳构件通过挑板4联接为一体,空腔模壳构件之间构成多个内肋模腔22。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3围合构成多面体空腔模壳构件,下底3从周围侧壁2下伸出构成挑板4,空腔模壳构件内设置有加劲肋板5,多个空腔模壳构件通过挑板4联接为一体,空腔模壳构件之间构成多个内肋模腔22,其内肋模腔22内设置有多个固定的撑拉件23,图示撑拉件23为撑拉杆件。Fig. 21 is a schematic structural view of Embodiment 21 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3,上板1、周围侧壁2、下底3围成多面体空腔模壳构件,下底3从至少一周围侧壁2伸出构成挑板4,其特征在于在空腔模壳构件内设置有至少一片加劲肋板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,4为挑板,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3围合构成多面体空腔模壳构件,下底3从周围侧壁2下伸出构成挑板4,其空腔模壳构件内设置有加劲肋板5。As shown in the accompanying drawings, the present invention includes an
本发明的特征还在于所述的下底3为由模板6与下底3共同构成的叠合下底。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,下底3从周围侧壁2下伸出构成挑板4,空腔模壳构件内设置有加劲肋板5,其下底3为由模板6和下底3共同构成的叠合下底。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或挑板4上设置有方便搬运的搬运件7。搬运件7可为提手、吊钩、吊环或其它装置。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,下底3从周围侧壁2下伸出构成挑板4,空腔模壳构件内设置有加劲肋板5,其挑板4上设置有方便搬运的搬运件7,图示搬运件7为提手。The present invention is also characterized in that the
本发明的特征还在于所述的下底3从周围侧壁2的相邻两侧伸出挑板4构成L形挑板,或者下底3从周围侧壁2的四周均伸出挑板4构成方环形挑板。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3围合构成多面体空腔模壳构件,下底3从周围侧壁2下伸出构成挑板4,空腔模壳构件内设置有加劲肋板5,其下底3从周围侧壁2的相邻两侧伸出构成L型挑板4。The present invention is also characterized in that the
本发明的特征还在于所述的上板1的至少一侧伸出有挑板4。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,下底3从周围侧壁2下伸出构成挑板4,空腔模壳构件内设置有加劲肋板5,其上板1也伸出了周围侧壁2构成了挑板4。The present invention is also characterized in that at least one side of the
本发明的特征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,下底3从周围侧壁2下伸出构成挑板4,空腔模壳构件内设置有加劲肋板5,其所述的加劲肋板5为复合加劲肋板。The present invention is also characterized in that the
本发明的特征还在于所述的加劲肋板5为夹有轻质材料8的复合加劲肋板。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,下底3从周围侧壁2下伸出构成挑板4,空腔模壳构件内设置有加劲肋板5,其加劲肋板5为夹有轻质材料8的复合加劲肋板,图示轻质材料8为膨胀珍珠岩。The present invention is also characterized in that the
本发明的特征还在于所述的多片加劲肋板5呈平行、正交或斜交设置。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,下底3从周围侧壁2下伸出构成挑板4,空腔模壳构件内设置有加劲肋板5,其空腔模壳构件内设置有多个相互平行设置的加劲肋板5。The present invention is also characterized in that the plurality of stiffening
本发明的特征还在于所述的加劲肋板5露出空腔模壳构件外。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,下底3从周围侧壁2下伸出构成挑板4,空腔模壳构件内设置有加劲肋板5,其加劲肋板5有部分露出空腔模壳构件外部。The present invention is also characterized in that the
本发明的特征还在于所述的上板1、周围侧壁2、下底3、挑板4、加劲肋板5的至少一个中含有增强物9,或者有增强物9露出。增强物9为钢筋、钢丝、预应力筋、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、包装带、编织带中的至少一种。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,下底3从周围侧壁2下伸出构成挑板4,空腔模壳构件内设置有加劲肋板5,其上板1、周围侧壁2、下底3和挑板4内均设置有增强物9,图示增强物9为纤维网格布,同时,上板1和挑板4上有薄条带增强物9露出。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侧壁2内有增强物9伸入并锚固在下底3或挑板4内,或者下底3或挑板4内有增强物9伸入并锚固在侧壁2内。如图10所示,其周围侧壁2内有纤维网增强物9伸入并锚固在挑板4内。The present invention is also characterized in that
本发明的特征还在于所述的多面体空腔模壳构件的水平剖面形状为长方形、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,下底3从周围侧壁2下伸出构成挑板4,空腔模壳构件内设置有加劲肋板5,其空腔构件的水平剖面形状为倒角多边形。The present invention is also characterized in that the horizontal cross-sectional shape of the polyhedral cavity formwork member is a rectangle, a square, a polygon, an arc polygon, a chamfered polygon, an arc polygon, a corrugated shape or a circle. Fig. 11 is a schematic structural view of
本发明的特征还在于所述的空腔模壳构件上设置有阴角10、倒角11、凹槽12、凹坑13、孔洞14、凸台模块15、凸条16、阳角17中的至少一个。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,下底3从周围侧壁2下伸出构成挑板4,空腔模壳构件内设置有加劲肋板5,其空腔模壳构件的其它部位上还同时设置有倒角11、凹槽12、凹坑13、孔洞14和凸台模块15和阳角17。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,下底3从周围侧壁2下伸出构成挑板4,空腔模壳构件内设置有加劲肋板5,其空腔模壳构件的其它部位上还同时设置有阴角10、倒角11、凹槽12和凸条16。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阴角10、倒角11、凹槽12、凸条16自身或相互呈平行、正交、斜交或立交设置。如图13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,下底3从周围侧壁2下伸出构成挑板4,空腔模壳构件内设置有加劲肋板5,其所述的阴角10、倒角11、凹槽12、凸条16自身或相互呈平行、正交、斜交或立交设置。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杆18、加强筋19中的至少一个,或者有加劲杆18露出空腔模壳构件外,或者加劲杆18上还露出有增强物9。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,下底3从周围侧壁2下伸出构成挑板4,空腔模壳构件内设置有加劲肋板5,其空腔模壳构件的封闭空腔内还设置有加劲杆18和加强筋19,同时,加劲杆18有部分露于空腔模壳构件外。The present invention is also characterized in that at least one of the stiffening rod 18 and the reinforcing rib 19 is arranged in the closed cavity of the cavity formwork member, or the stiffening rod 18 is exposed outside the cavity formwork member, or the stiffening rod 18
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轻质材料8。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,下底3从周围侧壁2下伸出构成挑板4,空腔模壳构件内设置有加劲肋板5,其空腔模壳构件的封闭空腔内设置有轻质材料8,图示轻质材料8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上板1或侧壁2中的至少一个为可拆卸的活动部件。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,下底3从周围侧壁2下伸出构成挑板4,空腔模壳构件内设置有加劲肋板5,其上板1为活动可拆卸的扣合盖板。The present invention is also characterized in that at least one of the
本发明的特征还在于所述的上板1、周围侧壁2、挑板4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3围合构成多面体空腔模壳构件,下底3从周围侧壁2下伸出构成挑板4,空腔模壳构件内设置有加劲肋板5,其上板1和两相对设置的周围侧壁2为波浪形外表面。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模壳构件上设置有定位构件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3围合构成多面体空腔模壳构件,下底3从周围侧壁2下伸出构成挑板4,空腔模壳构件内设置有加劲肋板5,其空腔模壳构件上设置有多个定位构件20,图示定位构件20为支撑定位块。The present invention is also characterized in that a positioning
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3围合构成多面体空腔模壳构件,下底3从周围侧壁2下伸出构成挑板4,空腔模壳构件内设置有加劲肋板5,其空腔模壳构件上还设置有多个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为承插式方管。The present invention is also characterized in that the cavity formwork components are provided with connecting pieces 21 for connecting the cavity formwork components with each other. Fig. 19 is a schematic structural view of Embodiment 19 of the present invention. The
本发明的特征还在于至少两个以上空腔模壳构件通过挑板4联接为一体,空腔模壳构件之间构成内肋模腔22。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3围合构成多面体空腔模壳构件,下底3从周围侧壁2下伸出构成挑板4,空腔模壳构件内设置有加劲肋板5,其多个空腔模壳构件通过挑板4联接为一体,空腔模壳构件之间构成多个内肋模腔22。The present invention is also characterized in that at least two or more cavity formwork components are connected as a whole through the
本发明的特征还在于所述的内肋模腔22内设置有固定或活动的撑拉件23。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3围合构成多面体空腔模壳构件,下底3从周围侧壁2下伸出构成挑板4,空腔模壳构件内设置有加劲肋板5,多个空腔模壳构件通过挑板4联接为一体,空腔模壳构件之间构成多个内肋模腔22,其内肋模腔22内设置有多个固定的撑拉件23,图示撑拉件23为撑拉杆件。The present invention is also characterized in that the inner rib mold cavity 22 is provided with a fixed or movable brace 23 . Fig. 21 is a schematic structural view of Embodiment 21 of the present invention. The
本发明实施时,可采用水泥胶结料和玻璃纤维网格布或钢丝网,在模具内制成一层胶结料一层玻璃纤维网格布再一层胶结料的多层叠合的具有层状结构的带加劲肋板5的开口的空腔模壳构件,脱模养护至规定龄期,即得到开口空腔模壳构件,然后,在下底模具中制作下底3,其下底3的浆料可采用水泥砂浆或水泥砼,也可在下底3中放置钢筋或钢丝网等增强物9,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的开口边与下底3粘结成整体,待下底3凝结硬化后脱模,养护至规定龄期后,即得到有加劲肋板5的现浇砼用空腔模壳构件。During the implementation of the present invention, cement binder and glass fiber mesh cloth or steel wire mesh can be used to form a multilayer structure of one layer of cement binder, one layer of glass fiber mesh cloth and one layer of binder in the mould. The cavity formwork member with the opening of the
Claims (22)
Priority Applications (11)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200710004586 CN1982602A (en) | 2003-08-04 | 2003-08-04 | Cavity mould-shell structural component for cast-in-situs concrete |
| CNB2006101721597A CN100501050C (en) | 2003-08-04 | 2003-08-04 | Cavity mould-shell structural component for cast-in-situ concrete |
| CN 200710004583 CN1982600A (en) | 2003-08-04 | 2003-08-04 | Cavity mould-shell structural component for cast-in-situs concrete |
| CN 200710004577 CN1990989A (en) | 2003-08-04 | 2003-08-04 | Cavity form component for cast-in-situ concrete |
| CN 200710004584 CN1982601A (en) | 2003-08-04 | 2003-08-04 | Cavity mould-shell structural component for cast-in-situs concrete |
| CN2007100060214A CN1995588B (en) | 2003-08-04 | 2003-08-04 | Hollow-cavity shuttering component for cast-in-situ concrete |
| CNB2007100045873A CN100547189C (en) | 2003-08-04 | 2003-08-04 | A kind of cast-in-place concrete hollow-cavity mould component |
| CN 200710004585 CN1990993A (en) | 2003-08-04 | 2003-08-04 | Cavity form component for cast-in-situ concrete |
| CNB2007100045801A CN100545379C (en) | 2003-08-04 | 2003-08-04 | A cavity formwork component for cast-in-place concrete |
| CNB031437605A CN1293269C (en) | 2003-08-04 | 2003-08-04 | A cavity formwork component for cast-in-place concrete |
| CNB2007100045784A CN100545378C (en) | 2003-08-04 | 2003-08-04 | A cavity formwork component for cast-in-place concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB031437605A CN1293269C (en) | 2003-08-04 | 2003-08-04 | A cavity formwork component for cast-in-place concrete |
Related Child Applications (18)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN200710004581A Division CN100577944C (en) | 2003-08-04 | 2003-08-04 | A cavity formwork component for cast-in-place concrete |
| CNB2007100045784A Division CN100545378C (en) | 2003-08-04 | 2003-08-04 | A cavity formwork component for cast-in-place concrete |
| CN 200710004577 Division CN1990989A (en) | 2003-08-04 | 2003-08-04 | Cavity form component for cast-in-situ concrete |
| CN2007100064361A Division CN101004022B (en) | 2003-08-04 | 2003-08-04 | A hollow shuttering component in use for filling in concrete |
| CN 200710004584 Division CN1982601A (en) | 2003-08-04 | 2003-08-04 | Cavity mould-shell structural component for cast-in-situs concrete |
| CNB2007100045873A Division CN100547189C (en) | 2003-08-04 | 2003-08-04 | A kind of cast-in-place concrete hollow-cavity mould component |
| CN 200710006437 Division CN101004023A (en) | 2003-08-04 | 2003-08-04 | A hollow shuttering component in use for filling in concrete |
| CNB2007100064380A Division CN100554612C (en) | 2003-08-04 | 2003-08-04 | A kind of cast-in-place concrete hollow-cavity mould component |
| CN 200710004586 Division CN1982602A (en) | 2003-08-04 | 2003-08-04 | Cavity mould-shell structural component for cast-in-situs concrete |
| CN 200710006433 Division CN101004019A (en) | 2003-08-04 | 2003-08-04 | A hollow shuttering component in use for filling in concrete |
| CN 200710006022 Division CN1995589A (en) | 2003-08-04 | 2003-08-04 | Hollow-cavity shuttering component for cast-in-situ concrete |
| CN 200710004583 Division CN1982600A (en) | 2003-08-04 | 2003-08-04 | Cavity mould-shell structural component for cast-in-situs concrete |
| CN 200710006434 Division CN101004020A (en) | 2003-08-04 | 2003-08-04 | A hollow shuttering component in use for filling in concrete |
| CN2007100060214A Division CN1995588B (en) | 2003-08-04 | 2003-08-04 | Hollow-cavity shuttering component for cast-in-situ concrete |
| CN 200710004585 Division CN1990993A (en) | 2003-08-04 | 2003-08-04 | Cavity form component for cast-in-situ concrete |
| CNB2006101721597A Division CN100501050C (en) | 2003-08-04 | 2003-08-04 | Cavity mould-shell structural component for cast-in-situ concrete |
| CN 200710006435 Division CN101004021A (en) | 2003-08-04 | 2003-08-04 | A hollow shuttering component in use for filling in concrete |
| CNB2007100045801A Division CN100545379C (en) | 2003-08-04 | 2003-08-04 | A cavity formwork component for cast-in-place concrete |
Publications (2)
| Publication Number | Publication Date |
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| CN1580450A true CN1580450A (en) | 2005-02-16 |
| CN1293269C CN1293269C (en) | 2007-01-03 |
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|---|---|---|---|
| CNB2007100045873A Expired - Fee Related CN100547189C (en) | 2003-08-04 | 2003-08-04 | A kind of cast-in-place concrete hollow-cavity mould component |
| CNB2007100045801A Expired - Fee Related CN100545379C (en) | 2003-08-04 | 2003-08-04 | A cavity formwork component for cast-in-place concrete |
| CN2007100060214A Expired - Fee Related CN1995588B (en) | 2003-08-04 | 2003-08-04 | Hollow-cavity shuttering component for cast-in-situ concrete |
| CNB2007100045784A Expired - Fee Related CN100545378C (en) | 2003-08-04 | 2003-08-04 | A cavity formwork component for cast-in-place concrete |
| CN 200710004583 Pending CN1982600A (en) | 2003-08-04 | 2003-08-04 | Cavity mould-shell structural component for cast-in-situs concrete |
| CNB031437605A Expired - Fee Related CN1293269C (en) | 2003-08-04 | 2003-08-04 | A cavity formwork component for cast-in-place concrete |
| CNB2006101721597A Expired - Fee Related CN100501050C (en) | 2003-08-04 | 2003-08-04 | Cavity mould-shell structural component for cast-in-situ concrete |
| CN 200710004584 Pending CN1982601A (en) | 2003-08-04 | 2003-08-04 | Cavity mould-shell structural component for cast-in-situs concrete |
| CN 200710004577 Pending CN1990989A (en) | 2003-08-04 | 2003-08-04 | Cavity form component for cast-in-situ concrete |
| CN 200710004585 Pending CN1990993A (en) | 2003-08-04 | 2003-08-04 | Cavity form component for cast-in-situ concrete |
| CN 200710004586 Pending CN1982602A (en) | 2003-08-04 | 2003-08-04 | Cavity mould-shell structural component for cast-in-situs concrete |
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| CNB2007100045873A Expired - Fee Related CN100547189C (en) | 2003-08-04 | 2003-08-04 | A kind of cast-in-place concrete hollow-cavity mould component |
| CNB2007100045801A Expired - Fee Related CN100545379C (en) | 2003-08-04 | 2003-08-04 | A cavity formwork component for cast-in-place concrete |
| CN2007100060214A Expired - Fee Related CN1995588B (en) | 2003-08-04 | 2003-08-04 | Hollow-cavity shuttering component for cast-in-situ concrete |
| CNB2007100045784A Expired - Fee Related CN100545378C (en) | 2003-08-04 | 2003-08-04 | A cavity formwork component for cast-in-place concrete |
| CN 200710004583 Pending CN1982600A (en) | 2003-08-04 | 2003-08-04 | Cavity mould-shell structural component for cast-in-situs concrete |
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| CNB2006101721597A Expired - Fee Related CN100501050C (en) | 2003-08-04 | 2003-08-04 | Cavity mould-shell structural component for cast-in-situ concrete |
| CN 200710004584 Pending CN1982601A (en) | 2003-08-04 | 2003-08-04 | Cavity mould-shell structural component for cast-in-situs concrete |
| CN 200710004577 Pending CN1990989A (en) | 2003-08-04 | 2003-08-04 | Cavity form component for cast-in-situ concrete |
| CN 200710004585 Pending CN1990993A (en) | 2003-08-04 | 2003-08-04 | Cavity form component for cast-in-situ concrete |
| CN 200710004586 Pending CN1982602A (en) | 2003-08-04 | 2003-08-04 | Cavity mould-shell structural component for cast-in-situs concrete |
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|---|---|---|---|---|
| CN2522492Y (en) * | 2002-01-28 | 2002-11-27 | 邱则有 | Board-rib combined steel reinforced concrete hollow floor |
| CN100390367C (en) * | 2002-10-05 | 2008-05-28 | 邱则有 | Thin-walled shuttering member for concrete hollow member |
| CN1216218C (en) * | 2002-12-15 | 2005-08-24 | 邱则有 | Light weight hasting tyre mold for use filling concrete |
-
2003
- 2003-08-04 CN CNB2007100045873A patent/CN100547189C/en not_active Expired - Fee Related
- 2003-08-04 CN CNB2007100045801A patent/CN100545379C/en not_active Expired - Fee Related
- 2003-08-04 CN CN2007100060214A patent/CN1995588B/en not_active Expired - Fee Related
- 2003-08-04 CN CNB2007100045784A patent/CN100545378C/en not_active Expired - Fee Related
- 2003-08-04 CN CN 200710004583 patent/CN1982600A/en active Pending
- 2003-08-04 CN CNB031437605A patent/CN1293269C/en not_active Expired - Fee Related
- 2003-08-04 CN CNB2006101721597A patent/CN100501050C/en not_active Expired - Fee Related
- 2003-08-04 CN CN 200710004584 patent/CN1982601A/en active Pending
- 2003-08-04 CN CN 200710004577 patent/CN1990989A/en active Pending
- 2003-08-04 CN CN 200710004585 patent/CN1990993A/en active Pending
- 2003-08-04 CN CN 200710004586 patent/CN1982602A/en active Pending
Also Published As
| Publication number | Publication date |
|---|---|
| CN1990989A (en) | 2007-07-04 |
| CN1982599A (en) | 2007-06-20 |
| CN1982600A (en) | 2007-06-20 |
| CN1990993A (en) | 2007-07-04 |
| CN1995588B (en) | 2010-06-16 |
| CN1293269C (en) | 2007-01-03 |
| CN1995588A (en) | 2007-07-11 |
| CN100547189C (en) | 2009-10-07 |
| CN1982601A (en) | 2007-06-20 |
| CN100501050C (en) | 2009-06-17 |
| CN100545379C (en) | 2009-09-30 |
| CN1995585A (en) | 2007-07-11 |
| CN1982602A (en) | 2007-06-20 |
| CN100545378C (en) | 2009-09-30 |
| CN1982598A (en) | 2007-06-20 |
| CN1982595A (en) | 2007-06-20 |
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