CN1300425C - 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,这种空腔模壳构件应用于现浇砼空心楼盖后,形成的楼盖重量仍相对较重,不利于抗震及节省材料,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 member also has characteristics such as simple in structure, high strength, anti-deformation, good anti-vibration performance, easy manufacture, low cost.But, after this cavity formwork member is applied to cast-in-place concrete hollow floor, The weight of the formed floor is still relatively heavy, which is not conducive to earthquake resistance and material saving. Therefore, it is urgent to develop a new type of cavity formwork member for cast-in-place concrete.
(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,应用于现浇砼楼盖后,楼盖的重量相对较轻,抗震性好,节省材料,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。The object of the present invention is to provide a cavity formwork component for cast-in-place concrete. After being applied to the cast-in-place concrete floor, the floor is relatively light in weight, good in shock resistance, and saves materials. At the same time, the cavity formwork component is also It has the characteristics of simple structure, high strength, excellent deformation resistance and vibration resistance, easy manufacture, low cost, convenient construction and fast construction speed.
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的至少一个周围侧壁或上板或两者上设置有至少一个凸形模块,下底与模板叠合,共同构成叠合下底。这样,空腔模壳构件应用于现浇砼空心楼盖后,由于空腔模壳构件的周围侧壁或上板上设置有凸形模块,能抽空楼盖中的钢筋砼,因而楼盖的重量相对较轻,抗震性能好,力学性能大大改善,并且,楼盖的材料省、成本低;同时,由于底板为由模板与下底共同构成的叠合下底,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;此外,空腔模壳构件还具有结构简单、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-up plate, which is characterized in that at least one convex module is arranged on at least one surrounding side wall or upper plate or both of the cavity formwork member, and the lower bottom and the formwork are superimposed to form a superimposed lower bottom . In this way, after the cavity formwork component is applied to the cast-in-situ concrete hollow floor, since the surrounding side walls or upper plates of the cavity formwork component are provided with convex modules, the reinforced concrete in the floor can be evacuated, so the The weight is relatively light, the seismic performance is good, the mechanical properties are greatly improved, and the materials of the floor are saved and the cost is low; at the same time, since the bottom plate is a composite bottom bottom composed of formwork and the bottom bottom, it is prefabricated with one side open For the cavity formwork, after the formwork is embedded in the opening, the lower bottom slurry is laid on the formwork, and after curing to the specified age, the lower bottom forming mold is removed, and the lower bottom is a cavity with the template laminated formwork components; the laminated lower bottom formed by the formwork and the lower bottom has the characteristics of high strength and convenient manufacture, which can realize flow production and greatly reduce the cost of cavity formwork components, which is beneficial to the cavity formwork components. Popularization and application; In addition, the cavity formwork member also has the characteristics of simple structure, excellent deformation resistance, anti-vibration performance, easy manufacture, low cost, convenient construction, fast construction speed, etc., thus achieving the purpose of the present invention and suitable for cast-in-place It can be used in reinforced concrete or prestressed reinforced concrete hollow floors, roofs, walls, foundation slabs and hollow bridges, especially for hollow beamless floors.
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。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 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, 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四周所有侧壁上均有至少一个凸形模块。这样,当空腔模壳构件应用于现浇砼楼盖中时,其凸形模块将空腔模壳构件之间的现浇砼肋上的砼抽空,进一步减少了砼的用量,减轻了楼盖的重量,提高了楼盖的抗震性能,改善了楼盖的综合力学性能。The invention is also characterized in that there is at least one male module on all the side walls around said perimeter. In this way, when the cavity formwork components are applied to the cast-in-place concrete floor, the convex modules will evacuate the concrete on the cast-in-place concrete ribs between the cavity formwork components, further reducing the amount of concrete and lightening the floor. The weight of the building increases the seismic performance of the floor and improves the comprehensive mechanical properties of the floor.
本发明的特征还在于所述的同一周围侧壁的多个凸形模块之间构成凹槽。这样,当空腔模壳构件应用于现浇砼楼盖中时,其多个凸形模块将空腔模壳构件之间的现浇砼肋上不受力的砼抽空,减少了砼的用量,减轻了楼盖的重量,同时,现浇砼浇入凸形模块之间的凹槽中,在现浇砼肋上形成了各种杆状现浇砼加强构造,大大加强了楼盖的受力结构。The invention is also characterized in that recesses are formed between the plurality of male modules of said same peripheral side wall. In this way, when the cavity formwork components are applied to the cast-in-place concrete floor, the plurality of convex modules will evacuate the unstressed concrete on the cast-in-place concrete ribs between the cavity formwork components, reducing the amount of concrete, The weight of the floor is reduced. At the same time, the cast-in-place concrete is poured into the grooves between the convex modules, and various rod-shaped cast-in-place concrete reinforcement structures are formed on the cast-in-place concrete ribs, which greatly strengthens the stress of the floor. structure.
本发明的特征还在于所述的凸形模块与空腔模壳构件为一体成型的整体。这样,整体成型的的空腔模壳构件具有工艺简单,制作方便的优点,同时,空腔模壳构件整体性好,在码放、运输、安装、施工过程中不易损坏,大幅度降低了构件的破损率。The present invention is also characterized in that the male module and the cavity formwork member are integrally formed as a whole. In this way, the integrally formed cavity formwork component has the advantages of simple process and convenient manufacture. At the same time, the cavity formwork component has good integrity and is not easy to be damaged during stacking, transportation, installation and construction, which greatly reduces the cost of the component. damage rate.
本发明的特征还在于所述的凸形模块与空腔模壳构件为分体成型固定或活动连接成整体的构件。这样,可根据设计要求与施工需要,在空腔模壳构件应用于现浇砼楼盖中时,可随时方便地拆卸和安装凸形模块,大大加快了施工速度,提高了施工效率。The present invention is also characterized in that the male module and the cavity formwork member are integrally formed by separate molding and fixed or movably connected. In this way, according to the design requirements and construction needs, when the cavity formwork components are applied to the cast-in-place concrete floor, the convex modules can be easily disassembled and installed at any time, which greatly speeds up the construction speed and improves the construction efficiency.
本发明的特征还在于所述的上板、周围侧壁、下底、挑板、凸形模块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 convex module contains reinforcements, or has reinforcements 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者挑边内,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 wall and are anchored in the lower bottom or the flange, or that reinforcements in the lower bottom or the flange extend into and are anchored in the side wall. 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还设置有凹槽、阴角、倒角、凹坑、孔洞、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 grooves, inner corners, chamfers, pits, holes, 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 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,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, 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肋、加劲杆、加强筋中的至少一个,或者有加劲肋、加劲杆中的至少一个露出空腔模壳构件外,或者加劲肋、加劲杆上还有增强物露出。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 stiffening ribs, stiffening rods, and reinforcing ribs is provided in the closed cavity of the cavity formwork member, or at least one of stiffening ribs and stiffening bars is exposed from the cavity formwork. There are reinforcements exposed outside the component, or on the stiffeners and stiffeners. 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为凸形模块,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伸出周围侧壁2构成挑板4,其周围侧壁2和上板1上均设置有凸形模块5。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, 4 is a pick plate, and 5 is a convex module. In the following drawings, those with the same number have the same description. As shown in Figure 1, the upper plate 1, the 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,下底3伸出周围侧壁2构成挑板4,周围侧壁2上设置有凸形模块5,其下底3为由模板6与下底3共同构成的叠合下底。Fig. 2 is the structural representation of
图3是本发明实施例3的结构示意图,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,下底3伸出周围侧壁2构成挑板4,周围侧壁2上设置有凸形模块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 the structural representation of
图4是本发明实施例4的结构示意图,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,下底3伸出周围侧壁2构成挑板4,周围侧壁2上设置有凸形模块5,其下底3从周围侧壁2的相邻两侧伸出挑板4构成L形挑板。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伸出周围侧壁2构成挑板4,周围侧壁2上设置有凸形模块5,其上板1向外伸出有挑板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伸出周围侧壁2构成挑板4,周围侧壁2上设置有凸形模块5,其四周侧壁2上均设置有多个凸形模块5。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伸出周围侧壁2构成挑板4,周围侧壁2上设置有凸形模块5,其同一周围侧壁2上设置的多个凸形模块5之间构成了凹槽8。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3围合构成多面体空腔模壳构件,下底3伸出周围侧壁2构成挑板4,上板1上设置有凸形模块5,其凸形模块5与空腔模壳构件为一体成型的整体。Fig. 8 is a schematic structural view of
图9是本发明实施例9的结构示意图,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,下底3伸出周围侧壁2构成挑板4,周围侧壁2和上板1上设置有凸形模块5,其周围侧壁2上的凸形模块5与空腔模壳构件为分体成型活动连接成整体的构件。Fig. 9 is a schematic structural view of Embodiment 9 of the present invention, the upper plate 1, the surrounding
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伸出周围侧壁2构成挑板4,周围侧壁2上设置有凸形模块5,其上板1、周围侧壁2和凸形模块5内设置有增强物9,图示增强物9为纤维网格布。Fig. 10 is a structural schematic diagram 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伸出周围侧壁2构成挑板4,上板1上设置有凸形模块5,内设置有增强物9,图示增强物9为纤维网格布,其侧壁2内有纤维网格布增强物9伸入并锚固在挑板4内。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伸出周围侧壁2构成挑板4,上板1上设置有凸形模块5,其空腔模壳构件的水平剖面形状为弧角四边形。Fig. 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,下底3伸出周围侧壁2构成挑板4,周围侧壁2上设置有凸形模块5,其空腔模壳构件上还设置有阴角10、凹坑12和阳角15。Fig. 13 is a structural schematic diagram 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3围合构成多面体空腔模壳构件,下底3伸出周围侧壁2构成挑板4,上板1上设置有凸形模块5,其空腔模壳构件上还设置有凹槽8、阴角10、倒角11、孔洞13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3围合构成多面体空腔模壳构件,下底3伸出周围侧壁2构成挑板4,周围侧壁2上设置有凸形模块5,其空腔模壳构件的封闭空腔内设置有加劲肋16、加劲杆17和加强筋18,同时,加劲肋16和加劲杆17有部分露于空腔模壳外。Fig. 15 is a structural schematic diagram of Embodiment 15 of the present invention. The upper plate 1, the surrounding
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伸出周围侧壁2构成挑板4,周围侧壁2上设置有凸形模块5,其空腔模壳的封闭空腔内设置有轻质材料19,图示轻质材料19为膨胀珍珠岩。Fig. 16 is a schematic structural view of Embodiment 16 of the present invention. The upper plate 1, the surrounding
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伸出周围侧壁2构成挑板4,周围侧壁2上设置有凸形模块5,其上板1为可拆卸的活动扣合盖板。Fig. 17 is a schematic structural view of Embodiment 17 of the present invention. The upper plate 1, the surrounding
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伸出周围侧壁2构成挑板4,周围侧壁2上设置有凸形模块5,其上板1为拉毛形外表面,挑板4为糙面。Fig. 18 is a schematic structural view of Embodiment 18 of the present invention. The upper plate 1, the surrounding
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伸出周围侧壁2构成挑板4,周围侧壁2上设置有凸形模块5,其空腔模壳构件上设置有定位构件20,图示定位构件20为支撑定位脚块。Fig. 19 is a schematic structural view of Embodiment 19 of the present invention. The upper plate 1, the surrounding
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伸出周围侧壁2构成挑板4,周围侧壁2上设置有凸形模块5,其空腔模壳构件上设置有多个连接件21,图示连接件21为撑拉杆件。Figure 20 is a schematic structural view of Embodiment 20 of the present invention. The upper plate 1, the surrounding
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伸出周围侧壁2构成挑板4,周围侧壁2上设置有凸形模块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内肋模腔22。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3围合构成多面体空腔模壳构件,下底3伸出周围侧壁2构成挑板4,周围侧壁2上设置有凸形模块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内肋模腔22,其内肋模腔22内设置有撑拉件23,图示撑拉件23为撑拉杆件和索件。Fig. 22 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,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的至少一个周围侧壁2或上板1或两者上设置有至少一个凸形模块5,下底3与模板6叠合,共同构成叠合下底。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为凸形模块,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伸出周围侧壁2构成挑板4,其周围侧壁2和上板1上均设置有凸形模块5。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伸出周围侧壁2构成挑板4,周围侧壁2上设置有凸形模块5,其下底3与模板6叠合,共同构成叠合下底。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伸出周围侧壁2构成挑板4,周围侧壁2上设置有凸形模块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 upper plate 1 or the surrounding
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伸出周围侧壁2构成挑板4,周围侧壁2上设置有凸形模块5,其下底3从周围侧壁2的相邻两侧伸出挑板4构成L形挑板。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伸出周围侧壁2构成挑板4,周围侧壁2上设置有凸形模块5,其上板1向外伸出有挑板4。The present invention is also characterized in that at least one side of the upper plate 1 is protruded with a
本发明的特征还在于所述的四周所有侧壁2上均有至少一个凸形模块5。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伸出周围侧壁2构成挑板4,周围侧壁2上设置有凸形模块5,其四周侧壁2上均设置有多个凸形模块5。The present invention is also characterized in that there is at least one
本发明的特征还在于所述的同一周围侧壁2的多个凸形模块5之间构成凹槽8。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伸出周围侧壁2构成挑板4,周围侧壁2上设置有凸形模块5,其同一周围侧壁2上设置的多个凸形模块5之间构成了凹槽8。The invention is also characterized in that recesses 8 are formed between the plurality of
本发明的特征还在于所述的凸形模块5与空腔模壳构件为一体成型的整体。图8是本发明实施例8的结构示意图,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,下底3伸出周围侧壁2构成挑板4,上板1上设置有凸形模块5,其凸形模块5与空腔模壳构件为一体成型的整体。The present invention is also characterized in that the
本发明的特征还在于所述的凸形模块5与空腔模壳构件为分体成型固定或活动连接成整体的构件。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伸出周围侧壁2构成挑板4,周围侧壁2和上板1上设置有凸形模块5,其周围侧壁2上的凸形模块5与空腔模壳构件为分体成型活动连接成整体的构件。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、凸形模块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伸出周围侧壁2构成挑板4,周围侧壁2上设置有凸形模块5,其上板1、周围侧壁2和凸形模块5内设置有增强物9,图示增强物9为纤维网格布。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侧壁2内有增强物9伸入并锚固在下底3或者挑板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。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伸出周围侧壁2构成挑板4,上板1上设置有凸形模块5,内设置有增强物9,图示增强物9为纤维网格布,其侧壁2内有纤维网格布增强物9伸入并锚固在挑板4内。The present invention is also characterized in that reinforcements 9 extend into and anchor in the
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伸出周围侧壁2构成挑板4,上板1上设置有凸形模块5,其空腔模壳构件的水平剖面形状为弧角四边形。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. 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还设置有凹槽8、阴角10、倒角11、凹坑12、孔洞13、凸条14、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3围合构成多面体空腔模壳构件,下底3伸出周围侧壁2构成挑板4,周围侧壁2上设置有凸形模块5,其空腔模壳构件上还设置有阴角10、凹坑12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3围合构成多面体空腔模壳构件,下底3伸出周围侧壁2构成挑板4,上板1上设置有凸形模块5,其空腔模壳构件上还设置有凹槽8、阴角10、倒角11、孔洞13和凸条14。The present invention is also characterized in that at least one of a
本发明的特征还在于所述的凹槽8、阴角10、倒角11、凸条14自身或相互呈平行、正交、斜交或立交设置。如图14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伸出周围侧壁2构成挑板4,上板1上设置有凸形模块5,其所述的凹槽8、阴角10、倒角11、凸条14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上还有增强物9露出。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伸出周围侧壁2构成挑板4,周围侧壁2上设置有凸形模块5,其空腔模壳构件的封闭空腔内设置有加劲肋16、加劲杆17和加强筋18,同时,加劲肋16和加劲杆17有部分露于空腔模壳外。The present invention is also characterized in that at least one of stiffening rib 16, stiffening rod 17, and reinforcing rib 18 is arranged in the closed cavity of the cavity formwork member, or at least one of stiffening rib 16 and stiffening rod 17 is arranged. The outside of the cavity formwork member is exposed, or the reinforcement 9 is exposed on the stiffening rib 16 and the stiffening rod 17 . Fig. 15 is a structural schematic diagram of Embodiment 15 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的封闭空腔内设置有轻质材料19。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伸出周围侧壁2构成挑板4,周围侧壁2上设置有凸形模块5,其空腔模壳的封闭空腔内设置有轻质材料19,图示轻质材料19为膨胀珍珠岩。The present invention is also characterized in that a lightweight material 19 is arranged in the closed cavity of the cavity formwork member. Fig. 16 is a schematic structural view of Embodiment 16 of the present invention. The upper plate 1, the surrounding
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伸出周围侧壁2构成挑板4,周围侧壁2上设置有凸形模块5,其上板1为可拆卸的活动扣合盖板。The present invention is also characterized in that at least one of the upper plate 1 or 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伸出周围侧壁2构成挑板4,周围侧壁2上设置有凸形模块5,其上板1为拉毛形外表面,挑板4为糙面。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伸出周围侧壁2构成挑板4,周围侧壁2上设置有凸形模块5,其空腔模壳构件上设置有定位构件20,图示定位构件20为支撑定位脚块。The present invention is also characterized in that a positioning member 20 is arranged on the cavity formwork member. Fig. 19 is a schematic structural view of Embodiment 19 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伸出周围侧壁2构成挑板4,周围侧壁2上设置有凸形模块5,其空腔模壳构件上设置有多个连接件21,图示连接件21为撑拉杆件。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挑板4联接为一体,空腔模壳构件之间构成内肋模腔22。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伸出周围侧壁2构成挑板4,周围侧壁2上设置有凸形模块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3围合构成多面体空腔模壳构件,下底3伸出周围侧壁2构成挑板4,周围侧壁2上设置有凸形模块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内肋模腔22,其内肋模腔22内设置有撑拉件23,图示撑拉件23为撑拉杆件和索件。The present invention is also characterized in that the inner
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周围侧壁2带凸形模块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,即得到周围侧壁2带凸形模块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 surrounding
Claims (21)
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| CNB031437559A CN1300425C (en) | 2003-08-04 | 2003-08-04 | A cavity formwork component for cast-in-place concrete |
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| CN1348040A (en) * | 2001-11-23 | 2002-05-08 | 邱则有 | Cavity member for floor slab with hidden and dense ribs |
| CN1356441A (en) * | 2001-11-23 | 2002-07-03 | 邱则有 | Reinforced concrete floor slab with space structure |
| CN1366118A (en) * | 2001-11-15 | 2002-08-28 | 邱则有 | Prefabricated hollow member for roof with space structure and its application |
| CN1403667A (en) * | 2002-10-25 | 2003-03-19 | 邱则有 | Modular formwork members |
| CN2561844Y (en) * | 2001-11-15 | 2003-07-23 | 邱则有 | Prefabricated hollow components for spatial construction building ceiling |
| CN2561848Y (en) * | 2002-04-30 | 2003-07-23 | 邱则有 | Formwork component for steel bar reinforced concrete |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1366118A (en) * | 2001-11-15 | 2002-08-28 | 邱则有 | Prefabricated hollow member for roof with space structure and its application |
| CN2561844Y (en) * | 2001-11-15 | 2003-07-23 | 邱则有 | Prefabricated hollow components for spatial construction building ceiling |
| CN1348040A (en) * | 2001-11-23 | 2002-05-08 | 邱则有 | Cavity member for floor slab with hidden and dense ribs |
| CN1356441A (en) * | 2001-11-23 | 2002-07-03 | 邱则有 | Reinforced concrete floor slab with space structure |
| CN2561848Y (en) * | 2002-04-30 | 2003-07-23 | 邱则有 | Formwork component for steel bar reinforced concrete |
| CN1403667A (en) * | 2002-10-25 | 2003-03-19 | 邱则有 | Modular formwork members |
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