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CN1289765C - A cavity formwork component for cast-in-place concrete - Google Patents

A cavity formwork component for cast-in-place concrete Download PDF

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Publication number
CN1289765C
CN1289765C CN 03143756 CN03143756A CN1289765C CN 1289765 C CN1289765 C CN 1289765C CN 03143756 CN03143756 CN 03143756 CN 03143756 A CN03143756 A CN 03143756A CN 1289765 C CN1289765 C CN 1289765C
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cast
cavity
place concrete
cavity formwork
lower bottom
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CN1580446A (en
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邱则有
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Hunan Qiuzeyou Patent Strategy Planning Co Ltd
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  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

Abstract

A cast-in-place concrete cavity shuttering member comprises an upper board (1), peripheral side panels (2) and a lower bottom (3), wherein the upper board (1), the peripheral side panels (2) and the lower bottom (3) enclose a polyhedral cavity shuttering member, the lower bottom (3) extends out from at least one peripheral side panel (2) to form a cantilever board (4), and the cast-in-place concrete cavity shuttering member is characterized in that a negative angle (5) is arranged at least one vertical corner of the cavity shuttering member, and the lower bottom (3) is overlapped with a template (7) to form an overlapped lower bottom together. Thus, after the hollow shuttering member is applied to the cast-in-situ concrete hollow building cover, the reentrant corner can form the reinforced rib of the cast-in-situ concrete pier or column or pier column, thereby effectively eliminating the stress concentration of the building cover, preventing the generation of cracks, bearing larger concentrated load action without damage, and being applicable to the cast-in-situ reinforced concrete or prestressed reinforced concrete hollow building cover, room cover, wall, foundation slab and open web bridge.

Description

一种现浇砼用空腔模壳构件A cavity formwork component for cast-in-place concrete

(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,这种空腔模壳构件的竖向拐角处,楼盖的受力比较复杂,应力较集中,易产生裂缝,甚至开裂破坏,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 the characteristics of simple structure, high strength, anti-deformation, excellent anti-vibration performance, easy manufacture, and low cost. However, the vertical corner of this cavity formwork member is affected by the impact of the floor The force is more complex, the stress is more concentrated, and it is easy to produce cracks, or even crack and damage. Therefore, it is urgent to develop a new type of cavity formwork component 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,应用于现浇砼空心楼盖后,具有改善楼盖的力学性能、减少应力集中、防止裂缝的产生等特点。The object of the present invention is to provide a cavity formwork member for cast-in-place concrete, which has the characteristics of improving the mechanical properties of the floor, reducing stress concentration, and preventing cracks after being applied to the cast-in-place concrete hollow 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的至少一个竖向拐角处设置有阴角,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,由于在空腔模壳构件的竖向拐角处设置为阴角,在阴角部位可形成现浇砼墩或柱或墩柱的加强筋,因而能有效地消除楼盖的应力集中现象,防止裂缝的产生,并可承受较大的集中荷载作用而不破坏;同时,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、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-up plate, which is characterized in that at least one vertical corner of the cavity formwork member is provided with a female corner, 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-place concrete hollow floor, since the vertical corner of the cavity formwork component is set as a recessed corner, the cast-in-place concrete pier or column or pier column can be formed at the recessed corner. Reinforcing ribs can effectively eliminate the stress concentration of the floor, prevent cracks, and can withstand large concentrated loads without damage; at the same time, the composite lower bottom formed by the template and the lower bottom has a high , easy to manufacture and other characteristics, can realize flow production, greatly reduce the cost of cavity formwork components, and is conducive to the popularization and application of cavity formwork components; in addition, cavity formwork components also have simple structure, high strength, resistance Deformation, excellent anti-vibration performance, easy manufacture, low cost, convenient construction, fast construction speed, etc., thus achieving the purpose of the present invention, suitable for hollow floors, roofs, walls of cast-in-place reinforced concrete or prestressed reinforced concrete body, foundation floor and vierendeel bridges, especially for hollow beamless floors.

本发明的特征还在于空腔模壳构件的四周竖向拐角处均设置为阴角。这样,当空腔模壳构件应用于现浇砼空心楼盖中时,现浇砼浇入空腔模壳构件四周竖向拐角处的阴角中,形成了剪力墩或柱或墩柱的加强筋结构,大大加强了现浇砼肋的相交节点的强度与刚度,改善了现浇砼楼盖的力学性能。The present invention is also characterized in that the surrounding vertical corners of the cavity formwork member are all set as internal corners. In this way, when the cavity formwork member is applied to the cast-in-place concrete hollow floor, the cast-in-place concrete is poured into the inner corners of the vertical corners around the cavity formwork member to form the reinforcement of the shear pier or column or pier column. The rib structure greatly strengthens the strength and stiffness of the intersecting nodes of the cast-in-place concrete ribs, and improves the mechanical properties of the cast-in-place concrete floor.

本发明的特征还在于空腔模壳构件的四周横向拐角处设置有阴角。这样,当空腔模壳构件应用于现浇砼空心楼盖中时,现浇砼浇入空腔模壳构件的四周横向拐角处的阴角中,形成了楼盖现浇砼上板与现浇砼肋交接处的加强筋结构,大幅度提高了现浇砼空心楼盖的力学性能。The invention is also characterized in that the cavity form members are provided with internal corners at the peripheral lateral corners. In this way, when the cavity formwork component is applied to the cast-in-place concrete hollow floor, the cast-in-place concrete is poured into the inner corners at the lateral corners around the cavity formwork component, forming the upper plate of the cast-in-place concrete on the floor and the cast-in-place concrete. The reinforced rib structure at the junction of concrete ribs greatly improves the mechanical properties of the cast-in-place concrete hollow floor.

本发明的特征还在于所述的竖向阴角与横向阴角彼此呈正交或斜交或立交或环交设置。这样,当空腔模壳构件应用于现浇砼楼盖中时,在楼盖内部形成了竖向或横向的加强墩、柱或加强筋,对楼盖内部受力构件作了全面加强,大大提高了楼盖的承载能力及抗震能力。The present invention is also characterized in that the vertical internal corner and the horizontal internal corner are arranged orthogonally or obliquely, or at an intersection or in a circle. In this way, when the cavity formwork components are applied to the cast-in-place concrete floor, vertical or horizontal reinforcing piers, columns or ribs are formed inside the floor, which fully strengthens the internal stress members of the floor, greatly improving The bearing capacity and earthquake resistance of the floor.

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上板、周围侧壁、下底、挑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, and the pick-up plate 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挑板内,或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 pick-up plate, or there are reinforcements in the lower bottom or pick-up plate that 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、阴角多边形、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 feature of the present invention is that the horizontal cross-sectional shape of the polyhedral cavity formwork member is rectangle, square, polygon, polygon with arc angle, polygon with inner angle, polygon with arc angle, corrugated shape or 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、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。The present invention is also characterized in that at least one of grooves, chamfers, 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、凹槽、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 internal angles, grooves, chamfers, and convex lines are arranged in parallel, orthogonal, oblique, or vertical intersections by themselves or with 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为阴角,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,其空腔模壳构件的四周竖向拐角处设置有阴角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 an inner corner. In the following drawings, those with the same numbering have the same description. As shown in Figure 1, the upper plate 1, the surrounding side walls 2 and the lower bottom 3 enclose a polyhedral cavity formwork member, and the lower bottom 3 protrudes from the surrounding sidewall 2 to form a pick plate 4, and the cavity formwork member The surrounding vertical corners are provided with internal corners 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从周围侧壁2下伸出构成挑板4,其空腔模壳构件的四周竖向拐角处均设置为阴角5。Fig. 2 is a schematic structural view of Embodiment 2 of the present invention. The upper plate 1, the surrounding side walls 2 and the lower bottom 3 enclose a polyhedral cavity formwork member, and the lower bottom 3 protrudes from the surrounding side walls 2 to form a pick plate 4. The vertical corners around the cavity formwork member are all set as internal corners 5 .

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,空腔模壳构件的四周竖向拐角处设置有阴角5,其空腔模壳构件的四周横向拐角处还设置有阴角6。Fig. 3 is a schematic structural view of Embodiment 3 of the present invention. The upper plate 1, the surrounding side walls 2 and the lower bottom 3 enclose a polyhedral cavity formwork member, and the lower bottom 3 protrudes from the surrounding side walls 2 to form a pick plate 4. Internal corners 5 are provided at the vertical corners around the cavity formwork member, and internal corners 6 are also provided at the lateral corners around the cavity formwork member.

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,空腔模壳构件的四周竖向拐角处设置有阴角5,横向拐角处还设置有阴角6,其所述的竖向阴角5与横向阴角6彼此呈正交或斜交设置。Fig. 4 is a schematic structural view of Embodiment 4 of the present invention. The upper plate 1, the surrounding side walls 2 and the lower bottom 3 enclose a polyhedral cavity formwork member, and the lower bottom 3 protrudes from the surrounding side walls 2 to form a pick plate 4. The vertical corners around the cavity formwork member are provided with internal corners 5, and the horizontal corners are also provided with internal corners 6, and the vertical internal corners 5 and horizontal internal corners 6 are arranged orthogonally or obliquely to each other.

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,空腔模壳构件的四周竖向拐角处设置有阴角5,其下底3从两相邻周围侧壁2下伸出构成L形挑板。Fig. 5 is a schematic structural view of Embodiment 5 of the present invention. The upper plate 1, the surrounding side walls 2 and the lower bottom 3 enclose a polyhedral cavity formwork member, and the lower bottom 3 protrudes from the surrounding side walls 2 to form a pick plate 4. The vertical corners around the cavity formwork member are provided with inner corners 5, and the lower bottom 3 thereof protrudes from two adjacent surrounding side walls 2 to form an L-shaped pick-up plate.

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,空腔模壳构件的四周竖向拐角处设置有阴角5,其下底3与模板7叠合,共同构成叠合下底。Fig. 6 is a schematic structural view of Embodiment 6 of the present invention. The upper plate 1, the surrounding side walls 2 and the lower bottom 3 enclose a polyhedral cavity formwork member, and the lower bottom 3 protrudes from the surrounding side walls 2 to form a pick plate 4. The vertical corners around the cavity formwork member are provided with inner corners 5, and the lower bottom 3 thereof is superimposed with the template 7 to form a superimposed lower bottom together.

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,空腔模壳构件的四周竖向拐角处设置有阴角5,其上板1向外伸出有挑板4。Fig. 7 is a schematic structural view of Embodiment 7 of the present invention. The upper plate 1, the surrounding side walls 2 and the lower bottom 3 enclose a polyhedral cavity formwork member, and the lower bottom 3 protrudes from the surrounding side walls 2 to form a pick plate 4. The vertical corners around the cavity formwork member are provided with inner corners 5, and the upper plate 1 has a pick plate 4 protruding outward.

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,空腔模壳构件的四周竖向拐角处设置有阴角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,同时,上板1上还有增强物9外露,图示增强物9为金属薄条带。Fig. 8 is a schematic structural view of Embodiment 8 of the present invention. The upper plate 1, the surrounding side walls 2 and the lower bottom 3 enclose a polyhedral cavity formwork member, and the lower bottom 3 protrudes from the surrounding side walls 2 to form a pick plate 4. The vertical corners around the cavity formwork member are provided with internal corners 5, and reinforcements 9 are provided in the upper plate 1, the surrounding side walls 2, the lower bottom 3 and the pick plate 4. At the same time, there are also The reinforcement 9 is exposed, and the reinforcement 9 is shown as a thin strip of metal.

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,空腔模壳构件的四周竖向拐角处设置有阴角5,其空腔模壳构件的水平剖面形状为多边形。Fig. 9 is a schematic structural view of Embodiment 9 of the present invention. The upper plate 1, the surrounding side walls 2 and the lower bottom 3 enclose a polyhedral cavity formwork member, and the lower bottom 3 protrudes from the surrounding side walls 2 to form a pick plate 4. The vertical corners around the cavity formwork component are provided with internal corners 5, and the horizontal section shape of the cavity formwork component is polygonal.

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,空腔模壳构件的四周竖向拐角处设置有阴角5,其空腔模壳构件上同时还设置有凹坑12、孔洞13、凸台模块14和阳角16。Fig. 10 is a schematic structural view of Embodiment 10 of the present invention. The upper plate 1, the surrounding side walls 2 and the lower bottom 3 enclose a polyhedral cavity formwork member, and the lower bottom 3 protrudes from the surrounding side walls 2 to form a pick plate 4. The vertical corners around the cavity formwork member are provided with female corners 5 , and the cavity formwork member is also provided with pits 12 , holes 13 , boss modules 14 and male corners 16 .

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,空腔模壳构件的四周竖向拐角处设置有阴角5,其空腔模壳构件上同时还设置有凹槽10、倒角11和凸条15。Fig. 11 is a schematic structural view of Embodiment 11 of the present invention. The upper plate 1, the surrounding side walls 2 and the lower bottom 3 enclose a polyhedral cavity formwork member, and the lower bottom 3 protrudes from the surrounding side walls 2 to form a pick plate 4. The vertical corners around the cavity formwork member are provided with internal corners 5, and the cavity formwork member is also provided with grooves 10, chamfers 11 and convex lines 15 at the same time.

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,空腔模壳构件的四周竖向拐角处设置有阴角5,其空腔模壳构件的封闭空腔内还同时设置有加劲肋17、加劲杆18和加强筋19,同时,加劲肋17和加劲杆18有部分露于空腔模壳构件外,外露的加劲肋上还向外伸出有增强物9。Fig. 12 is a schematic structural view of Embodiment 12 of the present invention. The upper plate 1, the surrounding side walls 2 and the lower bottom 3 enclose a polyhedral cavity formwork member, and the lower bottom 3 protrudes from the surrounding side walls 2 to form a pick plate 4. The vertical corners around the cavity formwork member are provided with internal corners 5, and stiffeners 17, stiffeners 18 and ribs 19 are also provided in the closed cavity of the cavity formwork member. At the same time, the stiffeners 17 and Stiffeners 18 are partially exposed outside the cavity formwork member, and reinforcements 9 protrude outwards from the exposed stiffeners.

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,空腔模壳构件的四周竖向拐角处设置有阴角5,其空腔模壳构件的封闭空腔内填充有轻质材料20,图示轻质材料20为膨胀珍珠岩。Fig. 13 is a schematic structural view of Embodiment 13 of the present invention. The upper plate 1, the surrounding side walls 2 and the lower bottom 3 enclose a polyhedral cavity formwork member, and the lower bottom 3 protrudes from the surrounding side walls 2 to form a pick plate 4. The vertical corners around the cavity formwork member are provided with internal corners 5, and the closed cavity of the cavity formwork member is filled with light material 20, and the light material 20 in the figure is expanded perlite.

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,空腔模壳构件的四周竖向拐角处设置有阴角5,其上板1为可拆卸的活动扣合盖板。Fig. 14 is a schematic structural view of Embodiment 14 of the present invention. The upper plate 1, the surrounding side walls 2 and the lower bottom 3 enclose a polyhedral cavity formwork member, and the lower bottom 3 protrudes from the surrounding side walls 2 to form a pick plate 4. The vertical corners around the cavity formwork member are provided with inner corners 5, and the upper plate 1 is a detachable movable fastening cover plate.

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,空腔模壳构件的四周竖向拐角处设置有阴角5,其上板1和两相对侧壁2为波纹形的外表面。Fig. 15 is a schematic structural view of Embodiment 15 of the present invention. The upper plate 1, the surrounding side walls 2 and the lower bottom 3 enclose a polyhedral cavity formwork member, and the lower bottom 3 protrudes from the surrounding side walls 2 to form a pick plate 4. The vertical corners around the cavity formwork member are provided with inner corners 5, and the upper plate 1 and two opposite side walls 2 have corrugated outer surfaces.

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,空腔模壳构件的四周竖向拐角处设置有阴角5,其空腔模壳构件上还设置有定位构件21,图示定位构件21为支撑定位块。Fig. 16 is a schematic structural view of Embodiment 16 of the present invention. The upper plate 1, the surrounding side walls 2 and the lower bottom 3 enclose a polyhedral cavity formwork member, and the lower bottom 3 protrudes from the surrounding side walls 2 to form a pick plate 4. The vertical corners around the cavity formwork member are provided with internal corners 5, and the cavity formwork member is also provided with a positioning member 21, and the positioning member 21 is a supporting positioning block in the figure.

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,空腔模壳构件的四周竖向拐角处设置有阴角5,其空腔模壳构件上设置有用于空腔模壳构件彼此之间连接的连接件22,图示连接件22为承插式方管。Fig. 17 is a schematic structural view of Embodiment 17 of the present invention. The upper plate 1, the surrounding side walls 2 and the lower bottom 3 enclose a polyhedral cavity formwork member, and the lower bottom 3 protrudes from the surrounding side walls 2 to form a pick plate 4. The vertical corners around the cavity formwork components are provided with internal corners 5, and the cavity formwork components are provided with connectors 22 for connecting the cavity formwork components to each other. The connectors 22 shown in the figure are socket-type square tube.

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,空腔模壳构件的四周竖向拐角处设置有阴角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23。Fig. 18 is a schematic structural view of Embodiment 18 of the present invention. The upper plate 1, the surrounding side walls 2 and the lower bottom 3 enclose a polyhedral cavity formwork member, and the lower bottom 3 protrudes from the surrounding side walls 2 to form a pick plate 4. The vertical corners around the cavity formwork components are provided with inner corners 5, and a plurality of cavity formwork components are connected as a whole through pick-up plates 4, and inner rib cavity 23 is formed between the cavity formwork components.

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,空腔模壳构件的四周竖向拐角处设置有阴角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23,其内肋模腔23内设置有撑拉件24,图示撑拉件24为撑拉杆件。Fig. 19 is a schematic structural view of Embodiment 19 of the present invention. The upper plate 1, the surrounding side walls 2 and the lower bottom 3 enclose a polyhedral cavity formwork member, and the lower bottom 3 protrudes from the surrounding side walls 2 to form a pick plate 4. The vertical corners around the cavity formwork components are provided with inner corners 5, and multiple cavity formwork components are connected as a whole through the pick plate 4, and the inner rib cavity 23 is formed between the cavity formwork components, and the inner rib mold cavity 23 is formed between the cavity formwork components. A stretcher 24 is arranged in the cavity 23, and the stretcher 24 shown in the figure is a stretcher rod.

(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竖向拐角处设置有阴角5,下底3与模板7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为阴角,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,其空腔模壳构件的四周竖向拐角处设置有阴角5。如图6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,空腔模壳构件的四周竖向拐角处设置有阴角5,其下底3与模板7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 side walls 2, and a lower bottom 3. The upper plate 1, surrounding side walls 2, and lower bottom 3 form a polyhedral cavity formwork member, and the lower bottom 3 is formed from at least one surrounding The side wall 2 protrudes to form the pick plate 4, which is characterized in that at least one vertical corner of the cavity formwork member is provided with a female corner 5, and the lower bottom 3 and the template 7 are superimposed to form a superimposed lower bottom. 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 an inner corner. In the following drawings, those with the same numbering have the same description. As shown in Figure 1, the upper plate 1, the surrounding side walls 2 and the lower bottom 3 enclose a polyhedral cavity formwork member, and the lower bottom 3 protrudes from the surrounding sidewall 2 to form a pick plate 4, and the cavity formwork member The surrounding vertical corners are provided with internal corners 5. As shown in Figure 6, the upper plate 1, the surrounding side walls 2 and the lower bottom 3 enclose a polyhedral cavity formwork member, and the lower bottom 3 protrudes from the surrounding sidewalls 2 to form a pick plate 4, and the cavity formwork member The vertical corners around are provided with internal corners 5, and the lower bottom 3 is superposed with the template 7 to form a superimposed lower bottom together.

本发明的特征还在于空腔模壳构件的四周竖向拐角处均设置为阴角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从周围侧壁2下伸出构成挑板4,其空腔模壳构件的四周竖向拐角处均设置为阴角5。The present invention is also characterized in that the vertical corners around the cavity formwork member are all set as internal corners 5 . Fig. 2 is a schematic structural view of Embodiment 2 of the present invention. The upper plate 1, the surrounding side walls 2 and the lower bottom 3 enclose a polyhedral cavity formwork member, and the lower bottom 3 protrudes from the surrounding side walls 2 to form a pick plate 4. The vertical corners around the cavity formwork member are all set as internal corners 5 .

本发明的特征还在于空腔模壳构件的四周横向拐角处设置有阴角6。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,空腔模壳构件的四周竖向拐角处设置有阴角5,其空腔模壳构件的四周横向拐角处还设置有阴角6。The present invention is also characterized in that internal corners 6 are provided at the surrounding transverse corners of the cavity formwork member. Fig. 3 is a schematic structural view of Embodiment 3 of the present invention. The upper plate 1, the surrounding side walls 2 and the lower bottom 3 enclose a polyhedral cavity formwork member, and the lower bottom 3 protrudes from the surrounding side walls 2 to form a pick plate 4. Internal corners 5 are provided at the vertical corners around the cavity formwork member, and internal corners 6 are also provided at the lateral corners around the cavity formwork member.

本发明的特征还在于所述的竖向阴角5与横向阴角6彼此呈正交或斜交或立交或环交设置。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,空腔模壳构件的四周竖向拐角处设置有阴角5,横向拐角处还设置有阴角6,其所述的竖向阴角5与横向阴角6彼此呈正交或斜交设置。The present invention is also characterized in that the vertical internal corner 5 and the horizontal internal corner 6 are arranged orthogonally or obliquely or vertically or circularly to each other. Fig. 4 is a schematic structural view of Embodiment 4 of the present invention. The upper plate 1, the surrounding side walls 2 and the lower bottom 3 enclose a polyhedral cavity formwork member, and the lower bottom 3 protrudes from the surrounding side walls 2 to form a pick plate 4. The vertical corners around the cavity formwork member are provided with internal corners 5, and the horizontal corners are also provided with internal corners 6, and the vertical internal corners 5 and horizontal internal corners 6 are arranged orthogonally or obliquely to each other.

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,空腔模壳构件的四周竖向拐角处设置有阴角5,其下底3从两相邻周围侧壁2下伸出构成L形挑板。The present invention is also characterized in that the lower bottom 3 protrudes from the adjacent two sides of the surrounding side wall 2 to form an L-shaped pick plate, or the lower bottom 3 protrudes from the surrounding side wall 2 to form a square pick plate 4. Ring pick plate. Fig. 5 is a schematic structural view of Embodiment 5 of the present invention. The upper plate 1, the surrounding side walls 2 and the lower bottom 3 enclose a polyhedral cavity formwork member, and the lower bottom 3 protrudes from the surrounding side walls 2 to form a pick plate 4. The vertical corners around the cavity formwork member are provided with inner corners 5, and the lower bottom 3 thereof protrudes from two adjacent surrounding side walls 2 to form an L-shaped pick-up plate.

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8。搬运件8为提手、吊钩、吊环或其它装置。如图6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,空腔模壳构件的四周竖向拐角处设置有阴角5,其挑板4上设置有方便搬运的搬运件8。The present invention is also characterized in that the upper plate 1 or the surrounding side wall 2 or pick plate 4 is provided with a transporting piece 8 for easy transport. The carrier 8 is a handle, a hook, a ring or other devices. As shown in Figure 6, the upper plate 1, the surrounding side walls 2 and the lower bottom 3 enclose a polyhedral cavity formwork member, and the lower bottom 3 protrudes from the surrounding sidewalls 2 to form a pick plate 4, and the cavity formwork member The vertical corners around are provided with internal corners 5, and the pick-up plate 4 is provided with a carrier 8 for easy transportation.

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,空腔模壳构件的四周竖向拐角处设置有阴角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 pick plate 4 . Fig. 7 is a schematic structural view of Embodiment 7 of the present invention. The upper plate 1, the surrounding side walls 2 and the lower bottom 3 enclose a polyhedral cavity formwork member, and the lower bottom 3 protrudes from the surrounding side walls 2 to form a pick plate 4. The vertical corners around the cavity formwork member are provided with inner corners 5, and the upper plate 1 has a pick plate 4 protruding outward.

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,空腔模壳构件的四周竖向拐角处设置有阴角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,同时,上板1上还有增强物9外露,图示增强物9为金属薄条带。The present invention is also characterized in that at least one of the upper plate 1 , surrounding side walls 2 , lower bottom 3 and pick plate 4 contains reinforcements 9 or has reinforcements 9 exposed. The reinforcement 9 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. Fig. 8 is a schematic structural view of Embodiment 8 of the present invention. The upper plate 1, the surrounding side walls 2 and the lower bottom 3 enclose a polyhedral cavity formwork member, and the lower bottom 3 protrudes from the surrounding side walls 2 to form a pick plate 4. The vertical corners around the cavity formwork member are provided with internal corners 5, and reinforcements 9 are provided in the upper plate 1, the surrounding side walls 2, the lower bottom 3 and the pick plate 4. At the same time, there are also The reinforcement 9 is exposed, and the reinforcement 9 is shown as a thin strip of metal.

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8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,空腔模壳构件的四周竖向拐角处设置有阴角5,其所述的侧壁2内有增强物9伸入并锚固在挑板4内,图示增强物9为金属薄条带。The present invention is also characterized in that reinforcements 9 extend into and anchor in the lower bottom 3 or pick plate 4 in the side wall 2, or reinforcements 9 extend in and anchor in the side wall in the lower bottom 3 or pick plate 4. 2 within. As shown in Figure 8, the upper plate 1, the surrounding side walls 2 and the lower bottom 3 enclose a polyhedral cavity formwork member, and the lower bottom 3 protrudes from the surrounding sidewalls 2 to form a pick plate 4, and the cavity formwork member Inside corners 5 are arranged at the vertical corners around, and reinforcements 9 are inserted into and anchored in the pick-up plate 4 in the side wall 2, and the reinforcements 9 are thin metal strips as shown in the figure.

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、阴角多边形、多弧边形、波纹形或圆形。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,空腔模壳构件的四周竖向拐角处设置有阴角5,其空腔模壳构件的水平剖面形状为多边形。The feature of the present invention is that the horizontal cross-sectional shape of the polyhedral cavity formwork member is rectangle, square, polygon, polygon with arc angle, polygon with inner angle, polygon with arc angle, corrugated shape or circle. Fig. 9 is a schematic structural view of Embodiment 9 of the present invention. The upper plate 1, the surrounding side walls 2 and the lower bottom 3 enclose a polyhedral cavity formwork member, and the lower bottom 3 protrudes from the surrounding side walls 2 to form a pick plate 4. The vertical corners around the cavity formwork component are provided with internal corners 5, and the horizontal section shape of the cavity formwork component is polygonal.

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10、倒角11、凹坑12、孔洞13、凸台模块14、凸条15、阳角16中的至少一个。图10是本发明实施例10的结构示意图,上板1、周围侧壁2和下底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,空腔模壳构件的四周竖向拐角处设置有阴角5,其空腔模壳构件上同时还设置有凹坑12、孔洞13、凸台模块14和阳角16。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,空腔模壳构件的四周竖向拐角处设置有阴角5,其空腔模壳构件上同时还设置有凹槽10、倒角11和凸条15。The present invention is also characterized in that at least one of grooves 10 , chamfers 11 , pits 12 , holes 13 , boss modules 14 , protruding lines 15 and male corners 16 is provided on the cavity formwork member. Fig. 10 is a schematic structural view of Embodiment 10 of the present invention. The upper plate 1, the surrounding side walls 2 and the lower bottom 3 enclose a polyhedral cavity formwork member, and the lower bottom 3 protrudes from the surrounding side walls 2 to form a pick plate 4. The vertical corners around the cavity formwork member are provided with female corners 5 , and the cavity formwork member is also provided with pits 12 , holes 13 , boss modules 14 and male corners 16 . Fig. 11 is a schematic structural view of Embodiment 11 of the present invention. The upper plate 1, the surrounding side walls 2 and the lower bottom 3 enclose a polyhedral cavity formwork member, and the lower bottom 3 protrudes from the surrounding side walls 2 to form a pick plate 4. The vertical corners around the cavity formwork member are provided with internal corners 5, and the cavity formwork member is also provided with grooves 10, chamfers 11 and convex lines 15 at the same time.

本发明的特征还在于所述的阴角5、6、凹槽10、倒角11、凸条15自身或相互呈平行、正交、斜交或立交设置。如图11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,空腔模壳构件的四周竖向拐角处设置有阴角5,其空腔模壳构件上设置的阴角5、凹槽10、倒角11、凸条15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 internal corners 5, 6, the grooves 10, the chamfers 11, and the protruding lines 15 are arranged parallel, orthogonal, oblique, or vertical by themselves or each other. As shown in Figure 11, the upper plate 1, the surrounding side walls 2 and the lower bottom 3 enclose a polyhedral cavity formwork member, and the lower bottom 3 protrudes from the surrounding sidewalls 2 to form a pick plate 4, and the cavity formwork member The vertical corners around are provided with internal corners 5, and the internal corners 5, grooves 10, chamfers 11, and convex strips 15 provided on the cavity formwork members are arranged in parallel, orthogonal, oblique or vertical intersections by themselves or each other.

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17、加劲杆18、加强筋19中的至少一个,或者有加劲肋17、加劲杆18中的至少一个露出空腔模壳构件外,或者加劲肋17、加劲杆18上还有增强物9露出。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,空腔模壳构件的四周竖向拐角处设置有阴角5,其空腔模壳构件的封闭空腔内还同时设置有加劲肋17、加劲杆18和加强筋19,同时,加劲肋17和加劲杆18有部分露于空腔模壳构件外,外露的加劲肋上还向外伸出有增强物9。The present invention is also characterized in that at least one of stiffening ribs 17, stiffening rods 18, and reinforcing ribs 19 is arranged in the closed cavity of the cavity formwork member, or at least one of stiffening ribs 17 and stiffening rods 18 is arranged. The outside of the cavity formwork member is exposed, or the reinforcement 9 is exposed on the stiffening rib 17 and the stiffening rod 18 . Fig. 12 is a schematic structural view of Embodiment 12 of the present invention. The upper plate 1, the surrounding side walls 2 and the lower bottom 3 enclose a polyhedral cavity formwork member, and the lower bottom 3 protrudes from the surrounding side walls 2 to form a pick plate 4. The vertical corners around the cavity formwork member are provided with internal corners 5, and stiffeners 17, stiffeners 18 and ribs 19 are also provided in the closed cavity of the cavity formwork member. At the same time, the stiffeners 17 and Stiffeners 18 are partially exposed outside the cavity formwork member, and reinforcements 9 protrude outwards from the exposed stiffeners.

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20。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,空腔模壳构件的四周竖向拐角处设置有阴角5,其空腔模壳构件的封闭空腔内填充有轻质材料20,图示轻质材料20为膨胀珍珠岩。The present invention is also characterized in that a lightweight material 20 is arranged in the closed cavity of the cavity formwork member. Fig. 13 is a schematic structural view of Embodiment 13 of the present invention. The upper plate 1, the surrounding side walls 2 and the lower bottom 3 enclose a polyhedral cavity formwork member, and the lower bottom 3 protrudes from the surrounding side walls 2 to form a pick plate 4. The vertical corners around the cavity formwork member are provided with internal corners 5, and the closed cavity of the cavity formwork member is filled with light material 20, and the light material 20 in the figure is expanded perlite.

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,空腔模壳构件的四周竖向拐角处设置有阴角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 side wall 2 is a detachable movable part. Fig. 14 is a schematic structural view of Embodiment 14 of the present invention. The upper plate 1, the surrounding side walls 2 and the lower bottom 3 enclose a polyhedral cavity formwork member, and the lower bottom 3 protrudes from the surrounding side walls 2 to form a pick plate 4. The vertical corners around the cavity formwork member are provided with inner corners 5, and the upper plate 1 is a detachable movable fastening cover plate.

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,空腔模壳构件的四周竖向拐角处设置有阴角5,其上板1和两相对侧壁2为波纹形的外表面。The present invention is also characterized in that at least one of the outer surfaces of the upper plate 1 , the surrounding side walls 2 and the pick plate 4 is corrugated, zigzag, brushed or rough. Fig. 15 is a schematic structural view of Embodiment 15 of the present invention. The upper plate 1, the surrounding side walls 2 and the lower bottom 3 enclose a polyhedral cavity formwork member, and the lower bottom 3 protrudes from the surrounding side walls 2 to form a pick plate 4. The vertical corners around the cavity formwork member are provided with inner corners 5, and the upper plate 1 and two opposite side walls 2 have corrugated outer surfaces.

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21。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,空腔模壳构件的四周竖向拐角处设置有阴角5,其空腔模壳构件上还设置有定位构件21,图示定位构件21为支撑定位块。The present invention is also characterized in that a positioning member 21 is provided on the cavity formwork member. Fig. 16 is a schematic structural view of Embodiment 16 of the present invention. The upper plate 1, the surrounding side walls 2 and the lower bottom 3 enclose a polyhedral cavity formwork member, and the lower bottom 3 protrudes from the surrounding side walls 2 to form a pick plate 4. The vertical corners around the cavity formwork member are provided with internal corners 5, and the cavity formwork member is also provided with a positioning member 21, and the positioning member 21 is a supporting positioning block in the figure.

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22。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,空腔模壳构件的四周竖向拐角处设置有阴角5,其空腔模壳构件上设置有用于空腔模壳构件彼此之间连接的连接件22,图示连接件22为承插式方管。The present invention is also characterized in that the cavity formwork components are provided with connecting pieces 22 for connecting the cavity formwork components with each other. Fig. 17 is a schematic structural view of Embodiment 17 of the present invention. The upper plate 1, the surrounding side walls 2 and the lower bottom 3 enclose a polyhedral cavity formwork member, and the lower bottom 3 protrudes from the surrounding side walls 2 to form a pick plate 4. The vertical corners around the cavity formwork components are provided with internal corners 5, and the cavity formwork components are provided with connectors 22 for connecting the cavity formwork components to each other. The connectors 22 shown in the figure are socket-type square tube.

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23。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,空腔模壳构件的四周竖向拐角处设置有阴角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23。The present invention is also characterized in that at least two or more cavity formwork components are connected as a whole through the pick plate 4, and the inner rib cavity 23 is formed between the cavity formwork components. Fig. 18 is a schematic structural view of Embodiment 18 of the present invention. The upper plate 1, the surrounding side walls 2 and the lower bottom 3 enclose a polyhedral cavity formwork member, and the lower bottom 3 protrudes from the surrounding side walls 2 to form a pick plate 4. The vertical corners around the cavity formwork components are provided with inner corners 5, and a plurality of cavity formwork components are connected as a whole through pick-up plates 4, and inner rib cavity 23 is formed between the cavity formwork components.

本发明的特征还在于所述的内肋模腔23内设置有固定或活动的撑拉件24。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,空腔模壳构件的四周竖向拐角处设置有阴角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23,其内肋模腔23内设置有撑拉件24,图示撑拉件24为撑拉杆件。The present invention is also characterized in that the inner rib mold cavity 23 is provided with fixed or movable braces 24 . Fig. 19 is a schematic structural view of Embodiment 19 of the present invention. The upper plate 1, the surrounding side walls 2 and the lower bottom 3 enclose a polyhedral cavity formwork member, and the lower bottom 3 protrudes from the surrounding side walls 2 to form a pick plate 4. The vertical corners around the cavity formwork components are provided with inner corners 5, and multiple cavity formwork components are connected as a whole through the pick plate 4, and the inner rib cavity 23 is formed between the cavity formwork components, and the inner rib mold cavity 23 is formed between the cavity formwork components. A stretcher 24 is arranged in the cavity 23, and the stretcher 24 shown in the figure is a stretcher rod.

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竖向拐角处为阴角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,即得到竖向拐角处为竖向阴角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 vertical corner of the vertical corner is the cavity formwork member of the opening of the inner corner 5, demoulding and curing to the specified age, and the open cavity formwork member is obtained, and then the lower bottom 3 is made in the lower bottom mold, and the lower bottom 3 The slurry can adopt cement mortar or cement concrete, and reinforcements 9 such as steel bars or steel wire mesh can also be placed in the lower bottom 3. Bonded with the lower bottom 3 as a whole, after the lower bottom 3 solidifies and hardens, it is demoulded, and after curing to a specified age, a cavity formwork member for cast-in-situ concrete with a vertical inner corner 5 at the vertical corner is obtained.

Claims (20)

1, a kind of cast-in-place concrete hollow-cavity mould component, comprise upper plate (1), sidewall (2), go to the bottom (3) on every side, upper plate (1), sidewall (2), go to the bottom (3) surround the polyhedron cavity former component on every side, (3) sidewall (2) around at least one of going to the bottom stretches out and constitutes bridging piece (4), it is characterized in that being provided with inner corner trim (5) at least one vertical corner of cavity former component, (3) and the template (7) of going to the bottom is superimposed, constitutes superimposed going to the bottom jointly.
2, a kind of cast-in-place concrete hollow-cavity mould component according to claim 1 is characterized in that the vertical corner all around of cavity former component all is set to inner corner trim (5).
3, a kind of cast-in-place concrete hollow-cavity mould component according to claim 1 is characterized in that the lateral corner place all around of cavity former component is provided with inner corner trim (6).
4, a kind of cast-in-place concrete hollow-cavity mould component according to claim 3 is characterized in that described vertical inner corner trim (5) and laterally orthogonal thereto each other or oblique or grade separation or ring friendship setting of inner corner trim (6).
5, a kind of cast-in-place concrete hollow-cavity mould component according to claim 1, it is characterized in that described going to the bottom (3) stretch out bridging piece (4) from the adjacent both sides of sidewall (2) on every side and constitute L shaped bridging piece, perhaps go to the bottom (3) all stretch out the annular bridging piece in bridging piece (4) formation side around sidewall (2) on every side.
6, a kind of cast-in-place concrete hollow-cavity mould component according to claim 1 is characterized in that described upper plate (1) or sidewall (2) or bridging piece (4) are provided with the carrying part (8) of convenient carrying on every side.
7, a kind of cast-in-place concrete hollow-cavity mould component according to claim 1 is characterized in that at least one side of described upper plate (1) is extended with bridging piece (4).
8, a kind of cast-in-place concrete hollow-cavity mould component according to claim 1 is characterized in that described upper plate (1), contains reinforce (9) at least one of sidewall (2), go to the bottom (3), bridging piece (4) on every side, perhaps has reinforce (9) to expose.
9, a kind of cast-in-place concrete hollow-cavity mould component according to claim 8, it is characterized in that having in the described sidewall (2) reinforce (9) to stretch into and be anchored at going to the bottom (3) or bridging piece (4) in, go to the bottom (3) or bridging piece (4) in have reinforce (9) to stretch into and be anchored in the sidewall (2).
10,, it is characterized in that the horizontal profile of described polyhedron cavity former component is shaped as rectangle, square, polygon, arc angle polygon, inner corner trim polygon, multi sphere limit shape, corrugated or circular according to the described a kind of cast-in-place concrete hollow-cavity mould component of arbitrary claim in the claim 1 to 9.
11,, it is characterized in that also being provided with on the described cavity former component at least one in groove (10), chamfering (11), pit (12), hole (13), boss module (14), raised line (15), the external corner (16) according to the described a kind of cast-in-place concrete hollow-cavity mould component of arbitrary claim in the claim 1 to 9.
12, a kind of cast-in-place concrete hollow-cavity mould component according to claim 11 is characterized in that described inner corner trim (5,6), groove (10), chamfering (11), raised line (15) self or is parallel, quadrature, oblique or grade separation setting mutually.
13, according to the described a kind of cast-in-place concrete hollow-cavity mould component of arbitrary claim in the claim 1 to 9, it is characterized in that being provided with in the enclosed cavity of described cavity former component at least one in stiffening rib (17), bracing boom (18), the reinforcing rib (19), perhaps have in stiffening rib (17), the bracing boom (18) at least one to expose outside the cavity former component, perhaps stiffening rib (17), bracing boom (18) are gone up and are also had reinforce (9) to expose.
14,, it is characterized in that being provided with light material (20) in the enclosed cavity of described cavity former component according to the described a kind of cast-in-place concrete hollow-cavity mould component of arbitrary claim in the claim 1 to 9.
15,, it is characterized in that in described upper plate (1) or the sidewall (2) at least one is for dismountable movable part according to the described a kind of cast-in-place concrete hollow-cavity mould component of arbitrary claim in the claim 1 to 9.
16,, it is characterized in that described upper plate (1), at least one in the external surface of sidewall (2), bridging piece (4) is corrugated, zigzag, plucking shape or exasperate external surface on every side according to the described a kind of cast-in-place concrete hollow-cavity mould component of arbitrary claim in the claim 1 to 9.
17,, it is characterized in that described cavity former component is provided with align member (21) according to the described a kind of cast-in-place concrete hollow-cavity mould component of arbitrary claim in the claim 1 to 9.
18,, it is characterized in that described cavity former component is provided with connector connected to one another (22) between the cavity former component according to the described a kind of cast-in-place concrete hollow-cavity mould component of arbitrary claim in the claim 1 to 9.
19, according to the described a kind of cast-in-place concrete hollow-cavity mould component of arbitrary claim in the claim 1 to 9, it is characterized in that at least two above cavity former components are connected as one by bridging piece (4), constitute internal-rib die cavity (23) between the cavity former component.
20, a kind of cast-in-place concrete hollow-cavity mould component according to claim 19 is characterized in that being provided with in the described internal-rib die cavity (23) fixed or movable support draw piece (24).
CN 03143756 2003-08-04 2003-08-04 A cavity formwork component for cast-in-place concrete Expired - Fee Related CN1289765C (en)

Priority Applications (2)

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CN 200610139405 CN1924221A (en) 2003-08-04 2003-08-04 Cavity formwork component for cast-in-situ concrete
CN 03143756 CN1289765C (en) 2003-08-04 2003-08-04 A cavity formwork component for cast-in-place concrete

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Application Number Priority Date Filing Date Title
CN 03143756 CN1289765C (en) 2003-08-04 2003-08-04 A cavity formwork component for cast-in-place concrete

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CN 200610139406 Division CN101012677A (en) 2003-08-04 2003-08-04 Cavity mould component for concrete cast-in-situs

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CN1289765C true CN1289765C (en) 2006-12-13

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CN1924221A (en) 2007-03-07

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