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CN1594786A - A cavity formwork member - Google Patents

A cavity formwork member Download PDF

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Publication number
CN1594786A
CN1594786A CN 03159165 CN03159165A CN1594786A CN 1594786 A CN1594786 A CN 1594786A CN 03159165 CN03159165 CN 03159165 CN 03159165 A CN03159165 A CN 03159165A CN 1594786 A CN1594786 A CN 1594786A
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cavity former
cavity formwork
former component
cavity
formwork member
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CN100336994C (en
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邱则有
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Hunan Qiuzeyou Patent Strategy Planning Co Ltd
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Abstract

A hollow shuttering member comprises an upper board (1), peripheral side panels (2), and a lower bottom (3), the upper board (1), the peripheral side panels (2), and the lower bottom (3) enclose a polyhedral hollow shuttering member, characterized in that at least one transverse corner of the lower part of the hollow shuttering member is an internal corner (4), at least one stiffening rod (5) is arranged in the hollow shuttering member. Thus, after the evacuated shuttering member is used for cast-in-situ building cover, the cast-in-situ rib between the evacuated shuttering member is inverse T shape, thus the mechanics capacity of the building is greatly improved, meanwhile, because of the stiffening bar arranged in the evacuated shuttering member, the evacuated shuttering member has high intensity, large rigidity, no easy to break the evacuated shuttering member, and can participate in the stress and transmission of the building, suitable for cast-in-situ reinforced concrete or prestressed reinforced concrete building, building cover, wall, foundation bedplate and open web bridge.

Description

一种空腔模壳构件A cavity formwork member

(一)技术领域(1) Technical field

本发明涉及一种空腔模壳构件。The present invention relates to a cavity formwork member.

(二)背景技术(2) Background technology

目前,现浇砼空心楼盖是应用较广的楼盖结构形式,其内填充的轻质永久胎模有各种空心管和盒子,盒子有空心的或实心的。如申请人于1999年11月29日申请的专利号为ZL99249798.1、名称为“钢筋砼填充用纤维增强型薄壁构件”实用新型专利,它公开了一种薄壁模壳构件,包括上板、周围侧壁、下底,上板、周围侧壁、下底围成多面体空腔。又如河北省石家庄市梁军于2000年2月23日申请的专利号为ZL00203695.9、名称为“组合砼暗肋楼盖板”实用新型专利,其说明书中公开了一种模壳构件,它可以是实心的,也可以是空心的,其外形可根据设计要求制成长方形、圆形、多边形等形状。又如天津的于少华于1993年3月20日申请的专利号为ZL93206310.1、名称为“模壳构件”实用新型专利,它也公开了一种薄壁模壳构件,它将侧壁与上、下底制成全封闭空腹多面体结构,模壳体内设加强肋,并采用GRC或氯化镁GRC或无砂陶粒水泥制造。再如申请人于2001年11月23日申请的申请号为01140106.0、公开号为CN1356442、名称为“一种现浇钢筋砼楼板用空腔结构模壳”发明专利申请,它公开的空腔结构模壳,包括“上板、周围侧壁、下底,上板、周围侧壁、下底围成多面体空腔构件,这种空腔构件具有重量轻、强度高、结构简单、施工运输方便等特点,同时,在实际使用时,下底能参与受力,且可吊挂较大重量的物体而现浇预制结合面不开裂。上述所公开的这些空腔模壳构件,应用于密肋楼盖中,既是模壳构件又是预制填充构件,具有结构简单、强度高、抗变形、抗振动性能优良、制造容易、成本低等特点。但是应用于空心楼盖后,空腔模壳构件之间所形成的现浇砼肋均为矩形的现浇砼肋,其受力性能不很合理,往往需增大现浇砼肋的截面尺寸,增加钢筋及砼用量,增加楼盖的成本,同时,这种空腔模壳构件内无加强构造,因而空腔模壳构件的整体强度和刚度较差,易出现空腔模壳构件破损的现象,应用于现浇砼空心楼盖后,也不能较好地参与空心楼盖的受力与传力。因此,研制一种新型的空腔模壳构件已为急需。At present, the cast-in-place concrete hollow floor is a widely used floor structure. The lightweight permanent tire molds filled in it include various hollow tubes and boxes, and the boxes are hollow or solid. For example, the patent No. ZL99249798.1, which the applicant applied for on November 29, 1999, is a utility model patent named "fiber-reinforced thin-walled member for reinforced concrete filling", which discloses a thin-walled formwork member, including an upper plate, The surrounding side walls, the lower bottom, and the upper plate, the surrounding side walls and the lower bottom form a polyhedral cavity. Another example is the patent No. ZL00203695.9 applied by Liang Jun, Shijiazhuang City, Hebei Province on February 23, 2000, and the name is called "combined concrete hidden rib floor cover plate" utility model patent, which discloses a formwork member in its specification sheet. It can be solid or hollow, and its shape can be made into rectangle, circle, polygon and other shapes according to design requirements. Another example is the patent No. ZL93206310.1 applied by Yu Shaohua in Tianjin on March 20, 1993, and the name is called "formwork member" utility model patent. It also discloses a thin-walled formwork member, which combines side walls with upper , The lower bottom is made of a fully enclosed fasting polyhedron structure, and the mold shell is equipped with reinforcing ribs, and is made of GRC or magnesium chloride GRC or sand-free ceramsite cement. Another example is that the application number applied by the applicant on November 23, 2001 is 01140106.0, the publication number is CN1356442, and the name is called "a kind of cavity structure formwork for cast-in-place reinforced concrete floor slab" patent application for invention. The cavity structure disclosed by it Formwork, including "upper plate, surrounding side walls, and lower bottom, the upper plate, surrounding side walls, and lower bottom form a polyhedral cavity member. This cavity member has the advantages of light weight, high strength, simple structure, and convenient construction and transportation. Features, at the same time, in actual use, the lower bottom can participate in the force, and can hang heavy objects without cracking the cast-in-place prefabricated joint surface. The cavity formwork components disclosed above are applied to the Miri Building The cover is both a formwork member and a prefabricated filling member. It has the characteristics of simple structure, high strength, excellent deformation resistance, anti-vibration performance, easy manufacture, and low cost. However, after being applied to the hollow floor, the cavity formwork member The cast-in-place concrete ribs formed between them are all rectangular cast-in-place concrete ribs, and their mechanical properties are not very reasonable. It is often necessary to increase the cross-sectional size of the cast-in-place concrete ribs, increase the amount of steel bars and concrete, and increase the cost of the floor. , there is no reinforcing structure in the cavity formwork member, so the overall strength and rigidity of the cavity formwork member are poor, and the phenomenon of damage to the cavity formwork member is prone to occur. Participate in the force bearing and transmission of the hollow floor better. Therefore, it is urgent to develop a new type of cavity formwork member.

(三)发明内容(3) Contents of the invention

本发明的目的在于提供一种空腔模壳构件,具有改善楼盖的力学性能、减少现浇砼肋的截面尺寸、减少钢筋及砼用量、降低楼盖成本、施工方便、强度高、刚度大、不易破损、能参与楼盖的受力与传力等特点。The purpose of the present invention is to provide a cavity formwork member, which has the advantages of improving the mechanical properties of the floor, reducing the cross-sectional size of the cast-in-place concrete rib, reducing the amount of steel bars and concrete, reducing the cost of the floor, convenient construction, high strength, and high rigidity. , not easy to break, can participate in the force and transmission of the floor and other characteristics.

本发明的解决方案是在现有技术的基础上,包括上板、周围侧壁、下底,上板、周围侧壁、下底围成多面体空腔模壳构件,其特征在于空腔模壳构件的下部的至少一个横向拐角处为阴角,在空腔模壳构件内设置有至少一根加劲杆。这样,由于在空腔模壳构件的下底部的横向拐角处为阴角,在空腔模壳构件应用于现浇砼空心楼盖后,特别是密肋楼盖,其空腔模壳构件之间的现浇砼肋形成了倒T形肋,其横截面形状由矩形变成了倒T形,因而楼盖的力学性能大大改善,可减少现浇砼肋的截面尺寸,减少钢筋及砼用量,降低楼盖成本,同时,由于空腔模壳构件内设置有加劲杆,因而空腔模壳构件的强度高、刚度大、不易出现空腔模壳构件破损的现象,且能参与楼盖的受力与传力;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 based on the prior art, including the upper plate, the surrounding side walls, and the lower bottom, and the upper plate, the surrounding side walls, and the lower bottom form a polyhedral cavity formwork member, which is characterized in that the cavity formwork At least one transverse corner of the lower part of the component is a female corner, and at least one stiffener is arranged in the cavity formwork component. Like this, because the lateral corner of the lower bottom of the cavity formwork member is a recessed angle, after the cavity formwork member is applied to the cast-in-place concrete hollow floor, especially the ribbed floor, the cavity formwork member The cast-in-place concrete ribs in between form an inverted T-shaped rib, and its cross-sectional shape changes from a rectangle to an inverted T-shape, so the mechanical properties of the floor are greatly improved, which can reduce the cross-sectional size of the cast-in-place concrete ribs and reduce the amount of steel bars and concrete. , reduce the cost of the floor, and at the same time, because the cavity formwork member is provided with stiffeners, the cavity formwork member has high strength and rigidity, and is not prone to breakage of the cavity formwork member, and can participate in the construction of the floor In addition, the cavity formwork member also has the characteristics of simple structure, high strength, excellent deformation resistance, vibration resistance, easy manufacture, low cost, convenient construction, and fast construction speed, thus achieving the advantages of the present invention. Purpose: It is suitable for hollow floors, roofs, walls, foundation slabs and hollow bridges of cast-in-place reinforced concrete or prestressed reinforced concrete, especially for hollow beamless floors.

本发明的特征还在于空腔模壳构件的下部的所有横向拐角处均为阴角,阴角连通成阴角环圈。这样,当空腔模壳构件应用于现浇砼空心楼盖中后,现浇砼浇入上述阴角环圈当中,在空心楼盖内部形成了相互正交的砼工字肋结构,大大提高了空心楼盖的承载能力,同时,因空腔模壳构件的下部设置为阴角,提高了空腔模壳构件下部的刚度和强度,应用于楼盖中后,现浇砼将空腔模壳构件牢牢握裹,使其不易脱落、损坏、产生裂缝。The present invention is also characterized in that all the transverse corners of the lower part of the cavity formwork member are female corners, and the female corners are connected to form a female corner ring. 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 above-mentioned inner corner ring, and a mutually orthogonal concrete I-rib structure is formed inside the hollow floor, which greatly improves the At the same time, because the lower part of the cavity formwork member is set as an inner corner, the rigidity and strength of the lower part of the cavity formwork member are improved. After being applied to the floor, the cast-in-place concrete will The components are firmly held and wrapped so that they are not easy to fall off, damage, or crack.

本发明的特征还在于空腔模壳构件的上板或周围侧壁或下底或阴角的至少一个中叠合有叠合层。这样,上板、周围侧壁或者下底或阴角叠合有叠合层,大幅度降低了空腔模壳构件的生产难度,同时,也大大提高了空腔模壳构件的抗冲击破坏能力,降低了产品的损耗率,提高了空腔模壳构件的生产效率。The invention is also characterized by lamination layers laminated in at least one of the upper panel or surrounding side walls or lower bottom or inner corners of the cavity formwork member. In this way, the upper plate, the surrounding side walls, or the lower bottom or inner corners are superimposed with laminated layers, which greatly reduces the production difficulty of the cavity formwork components, and at the same time greatly improves the impact resistance of the cavity formwork components , reduces the loss rate of the product, and improves the production efficiency of the cavity formwork member.

本发明的特征还在于所述的上板或周围侧壁或下底上设置有方便搬运的搬运件。搬运件可为提手、吊钩、吊环或其它装置。这样,可十分方便地将空腔模壳构件码放、转运、吊装和施工,降低了上述工序的工作难度和工作强度,有利于提高施工效率,降低施工成本。The present invention is also characterized in that the upper plate or the surrounding side walls or the lower bottom are provided with convenient transporting parts. The carrier can be handles, hooks, rings or other devices. In this way, the cavity formwork components can be stacked, transferred, hoisted and constructed very conveniently, which reduces the work difficulty and work intensity of the above-mentioned processes, is conducive to improving the construction efficiency and reducing the construction cost.

本发明的特征还在于所述的多根加劲杆彼此构成网架或桁架。这样,空腔模壳构件应用于现浇砼楼盖中后,空腔模壳构件内的网架或桁架杆件和现浇砼相结合,构成了现浇与预制相结合的楼盖内部的三维网架或桁架受力体系,使楼盖的受力与传力性能更好。The present invention is also characterized in that the plurality of stiffeners form a grid or truss with each other. In this way, after the cavity formwork member is applied to the cast-in-place concrete floor, the grid or truss rods in the cavity formwork member are combined with the cast-in-place concrete to form the internal structure of the combined cast-in-place and prefabricated floor. The three-dimensional grid or truss force system makes the force bearing and force transmission performance of the floor better.

本发明的特征还在于所述的加劲杆为组合杆或复合杆或空心杆。这样,能充分发挥空腔模壳构件内设置的组合杆和复合杆的整体性能好、强度高、柔性好、成本低及制作简单、快捷的特点,提高了空腔模壳构件的综合性能。The present invention is also characterized in that the stiffening rod is a composite rod or a composite rod or a hollow rod. In this way, the characteristics of good overall performance, high strength, good flexibility, low cost, simple and quick manufacture of the combined rod and composite rod arranged in the cavity formwork member can be fully utilized, and the comprehensive performance of the cavity formwork member is improved.

本发明的特征还在于所述的加劲杆伸出空腔模壳构件外。这样,空腔模壳构件应用于现浇砼楼盖中后,其空腔模壳构件外的加劲杆伸出部分和现浇砼接合形成了一体,实现了直接接合,使空腔模壳构件内的杆件与现浇砼之间的粘结与嵌固更好,较好地解决了预制与现浇砼之间的结合界面的结合强度低和协同工作性能不好的问题,大幅度提高了楼盖的受力性能和整体性能。The invention is also characterized in that said stiffeners protrude outside the cavity formwork member. In this way, after the cavity formwork member is applied to the cast-in-place concrete floor, the protruding part of the stiffener outside the cavity formwork member is joined with the cast-in-place concrete to form an integral body, realizing direct engagement, so that the cavity formwork member The bonding and embedding between the internal rods and the cast-in-place concrete are better, which better solves the problems of low bonding strength and poor cooperative work performance of the bonding interface between the prefabricated and cast-in-place concrete, and greatly improves The mechanical performance and overall performance of the floor.

本发明的特征还在于所述的加劲杆拉结空腔模壳构件的至少二个面。这样,由于加劲杆拉结空腔模壳构件的壁面,使得空腔模壳构件的整体性能得到了大幅度加强,使其在堆放、运输、安装、施工过程中不易破损,大大降低了空腔构件的破损率。The present invention is also characterized in that the stiffeners tie at least two faces of the cavity formwork member. In this way, since the stiffeners tie the wall of the cavity formwork component, the overall performance of the cavity formwork component has been greatly enhanced, making it less likely to be damaged during stacking, transportation, installation, and construction, and greatly reducing the cost of the cavity. Component breakage rate.

本发明的特征还在于所述的上板、周围侧壁、下底、加劲杆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、有孔薄条带、包装带、编织带中的至少一种。这样,上板、周围侧壁或者下底中含有上述增强物,大大提高了它们的强度和刚度,使空腔模壳构件在堆放、运输、安装、施工过程中不易破损,即使有小面积的破损,因有增强物的连接,也不需要修补,可继续投入使用。若空腔模壳构件上还有增强物露出空腔模壳构件外部,在空腔模壳构件应用于现浇砼空心楼盖中时,其外露的增强物和现浇砼相结合,可大大提高现浇砼与空腔模壳构件之间的握裹力,优化整个空心楼盖的性能;同时,外露增强物也方便空腔模壳构件搬运时,作提手或吊环或吊钩使用。The present invention is also characterized in that at least one of the upper panel, the surrounding side walls, the lower bottom, and the stiffeners contains reinforcements, or has reinforcements exposed. Reinforcement is steel bar, steel wire, prestressed tendon, steel mesh, steel wire mesh, fiber, fiber tow, fiber mesh cloth, non-woven fabric, thin metal strip, thin strip with holes, packing tape, braided tape at least one. In this way, the above-mentioned reinforcements are contained in the upper plate, the surrounding side walls or the lower bottom, which greatly improves their strength and rigidity, so that the cavity formwork components are not easy to be damaged during stacking, transportation, installation and construction, even if there is a small area Damage, because of the connection of reinforcements, does not need to be repaired, and can continue to be used. If there are reinforcements on the cavity formwork component exposed outside the cavity formwork component, when the cavity formwork component is applied to the cast-in-place concrete hollow floor, the exposed reinforcement and the cast-in-place concrete can 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周围侧壁内有增强物伸入并锚固在上板或下底内,或者上板或下底内有增强物伸入并锚固在周围侧壁内。这样,周围侧壁内有增强物伸入并锚固在上板或下底内,或者上板或下底内有增强物伸入并锚固在侧壁内,因而,大大提高了周围侧壁和上板或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、使用过程中,周围侧壁和上板或下底之间不开裂、不松动、不脱落,大幅度降低了空腔模壳构件的破损率。The invention is also characterized in that said surrounding side walls have reinforcements protruding into and anchored into the upper plate or lower bottom, or that the upper plate or lower bottom have reinforcements extending into and anchored into the surrounding side walls. In this way, there are reinforcements in the surrounding sidewalls extending into and anchored in the upper plate or the lower bottom, or reinforcements in the upper plate or the lower bottom are extending in and anchored in the sidewalls, thereby greatly improving the strength of the surrounding sidewalls and the upper surface. The connection strength between the plate or the lower bottom can effectively ensure that the cavity formwork components will not crack, loosen or fall off between the surrounding side walls and the upper plate or lower bottom during transportation, installation, construction, and use. The damage rate of cavity formwork components is greatly reduced.

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或竖向剖面形状为长方形、正方形、多边形、弧角多边形、倒角多边形、多弧边形、波纹形或圆形。这样,多面体空腔模壳构件形状的多样化,使空腔模壳构件应用于现浇砼空心楼盖中后,相应形成了各种不同形状的现浇砼结构,从而使得现浇砼空心楼盖的结构更为合理,方便了设计与施工单位选用。The feature of the present invention is that the horizontal section or vertical section shape of the polyhedral cavity formwork member is a rectangle, a square, a polygon, an arc polygon, a chamfer polygon, an arc polygon, a corrugated shape or a circle. In this way, the diversification of the shape of the polyhedral cavity formwork member makes the cavity formwork member applied to the cast-in-place concrete hollow floor, and correspondingly forms various cast-in-place concrete structures of different shapes, thus making the cast-in-place concrete hollow building The structure of the cover is more reasonable, which is convenient for the design and construction units to choose.

本发明的特征还在于所述的空腔模壳构件上设置有阴角、倒角、凹槽、凹坑、孔洞、凸台模块、凸条、阳角中的至少一个。这样,当空腔模壳构件应用于现浇砼空心楼盖中后,现浇砼浇入阴角、倒角、凹槽、凹坑、孔洞中,相应可形成局部的现浇砼加强构造;空腔模壳构件上设置的凸台模块、凸条、阳角可将楼盖中不受力的砼抽空,进一步减轻楼盖自身的重量,节约砼的用量,降低楼盖的成本,同时也改善楼盖的性能。The present invention is also characterized in that at least one of internal corners, chamfers, grooves, pits, holes, boss modules, convex lines, and external corners is provided on the cavity formwork member. In this way, when the cavity formwork components are applied to the cast-in-place concrete hollow floor, the cast-in-place concrete is poured into the inner corners, chamfers, grooves, pits, and holes, and a local cast-in-place concrete reinforcement structure can be formed accordingly; The boss modules, protruding lines, and external corners set on the cavity formwork can evacuate the unstressed concrete in the floor, further reduce the weight of the floor itself, save the amount of concrete, reduce the cost of the floor, and improve performance of the roof.

本发明的特征还在于所述的阴角、倒角、凹槽、孔洞、凸条自身或相互呈平行、正交、斜交或立交设置或形成网格。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、斜交或立交设置或形成网格,上述部位在浇筑砼后,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 corners, chamfers, grooves, holes, and convex lines are arranged in parallel, orthogonal, oblique or vertical intersection or form a grid. 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 Or form a grid, after the above-mentioned parts are poured, correspondingly form a parallel, orthogonal, oblique or overpass cast-in-place concrete strengthening structure, 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上设置有横向阴角、横向倒角、横向凹槽、横向孔洞、横向凸条中的至少一种,或上述自身或相互平行、正交、斜交或形成网格。这样,当空腔模壳构件应用于现浇砼空心楼盖中时,现浇砼浇入上述横向阴角、横向倒角、横向凹槽中后,形成了自身或相互平行、正交、斜交或形成网格的现浇砼加强结构,提高了现浇空心楼盖的综合性能。The present invention is also characterized in that at least one of transverse inner corners, transverse chamfers, transverse grooves, transverse holes, and transverse raised lines is provided on the cavity formwork member, or the above-mentioned elements are parallel to each other or perpendicular to each other. , oblique, or gridded. In this way, when the cavity formwork components are applied to the cast-in-place concrete hollow floor, after the cast-in-place concrete is poured into the above-mentioned transverse inner corners, transverse chamfers, and transverse grooves, forms of self or mutual parallel, orthogonal, oblique Or the cast-in-place concrete reinforced structure forming a grid improves the comprehensive performance of the cast-in-place hollow floor.

本发明的特征还在于所述的空腔模壳构件上设置有竖向阴角、竖向倒角、竖向凹槽、竖向孔洞、竖向凸条中的至少一种,或上述自身或相互平行、正交、斜交或形成网格。这样,当空腔模壳构件应用于现浇砼空心楼盖中时,现浇砼浇入竖向阴角、竖向倒角、竖向凹槽、竖向孔洞中后,形成了相互平行、正交、斜交或形成网格的现浇砼加强结构,大幅度提高了现浇砼空心楼盖的承载能力,改善了现浇砼空心楼盖的综合力学性能。The present invention is also characterized in that at least one of vertical internal corners, vertical chamfers, vertical grooves, vertical holes, vertical ridges, or the above-mentioned itself or Parallel to each other, orthogonal, oblique or form a grid. In this way, when the cavity formwork components are applied to the cast-in-place concrete hollow floor, after the cast-in-place concrete is poured into the vertical inner corners, vertical chamfers, vertical grooves, and vertical holes, a parallel and positive structure is formed. The cast-in-place concrete reinforced structure that crosses, obliquely crosses or forms a grid greatly improves the bearing capacity of the cast-in-place concrete hollow floor and improves the comprehensive mechanical properties of the cast-in-place concrete hollow floor.

本发明的特征还在于所述的凹槽与开口的空心加劲杆连通。这样,当空腔模壳构件应用于现浇砼楼板中时,现浇砼浇入开口空心加劲杆和与其相连通的凹槽中,形成了整体的现浇叠合加强构造,大大改善了楼板内部的受力结构,使楼板的承力体系更为合理。The present invention is also characterized in that the groove communicates with the open hollow stiffener. In this way, when the cavity formwork component is applied to the cast-in-place concrete floor, the cast-in-place concrete is poured into the open hollow stiffener and the groove connected with it, forming an integral cast-in-place laminated reinforcement structure, which greatly improves the internal strength of the floor. The load-bearing structure makes the load-bearing system of the floor more reasonable.

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、加强筋中的至少一个,或者有加劲肋露出空腔模壳构件外,或者加劲肋、加强筋上还露出有增强物。这样,当空腔模壳构件应用于现浇砼空心楼盖中后,空腔模壳构件内设置的加劲肋、加劲杆、加强筋或者外露的加劲肋、加劲杆、加强筋可以和现浇砼形成现浇与预制相结合的复合结构,优化了现浇砼楼盖内部受力体系。若其上还有增强物露出,则空腔模壳构件与现浇砼粘结更牢,楼盖的整体性更好。The present invention is also characterized in that at least one of stiffening ribs and reinforcing ribs is provided in the closed cavity of the cavity formwork member, or the stiffening ribs are exposed outside the cavity formwork member, or the stiffening ribs and reinforcing ribs Reinforcements are also exposed. In this way, when the cavity formwork member is applied to the cast-in-place concrete hollow floor, the stiffeners, stiffeners, and ribs or exposed stiffeners, stiffeners, and ribs set in the cavity formwork member can be integrated with the cast-in-place concrete. A composite structure combining cast-in-place and prefabrication is formed, and the internal stress system of the cast-in-place concrete floor is optimized. If there are reinforcements exposed thereon, the cavity formwork member and the cast-in-place concrete will be bonded more firmly, and the integrity of the floor will be better.

本发明的特征还在于所述的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模壳构件的上板或周围侧壁的壁为轻质材料。这样,采用轻质材料制作上板或者周围侧壁的壁,减轻了空腔模壳构件的自身重量,降低了运输、安装的作业难度。The invention is also characterized in that the upper plate or surrounding side walls of said formwork members are of lightweight material. In this way, the upper plate or the surrounding side walls are made of lightweight materials, which reduces the weight of the cavity formwork member and reduces the difficulty of transportation and installation.

本发明的特征还在于所述的上板或侧壁中的至少一个为或有可拆卸的活动部件。这样,可随时方便检查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 or has 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 and the surrounding side walls is a corrugated, zigzag, brushed or rough outer surface. In this way, when the cavity formwork member is applied to the cast-in-place concrete hollow floor, because the surface is corrugated, zigzag, roughened or rough surface, the gap between the prefabricated cavity formwork member and the cast-in-place concrete The bonding force is stronger, which can greatly improve the overall performance of the floor.

本发明的特征还在于所述的空腔模壳构件上设置有定位构件。定位构件可为拉环、拉钩、铁丝、支撑脚、小凸块、小凸钉或其它装置。这样,当空腔模壳构件应用于现浇砼空心楼盖中后,可对空腔模壳构件进行准确定位,防止空腔模壳构件在浇筑砼时上浮、移位等现象产生,同时,也可对钢筋进行限位,有效地保证楼盖的浇筑质量。The present invention is also characterized in that a positioning member is arranged on the cavity formwork member. The positioning member can be a pull ring, a pull hook, an iron wire, a supporting foot, a small protrusion, a small convex nail or other devices. In this way, when the cavity formwork components are applied to the cast-in-situ concrete hollow floor, the cavity formwork components can be accurately positioned to prevent the cavity formwork components from floating and shifting during pouring of concrete. The steel bar can be limited to effectively ensure the pouring quality of the floor.

本发明的特征还在于所述的空腔模壳构件上设置有空腔模壳构件之间彼此连接的连接件。连接件可为钢筋、钢筋网、钢丝、钢丝网、角钢、槽钢、L型钢、T型钢、卡套、螺栓、公母槽、承插件、锯齿件、凸槽、凹槽、卡口、卡套、孔洞、预埋铁件等。这样,当空腔模壳构件应用于现浇砼空心楼盖中后,空腔模壳构件上设置的连接件能够有效、可靠地控制空腔模壳构件之间的距离,控制现浇砼肋的宽度和高度,保证楼盖内部结构的浇筑质量;同时,也有利于空腔模壳构件彼此之间的连接定位,或者构成成组构件,加快施工速度。The present invention is also characterized in that the cavity formwork components are provided with connectors for connecting the cavity formwork components with each other. Connectors can be steel bar, steel mesh, steel wire, steel wire mesh, angle steel, channel steel, L-shaped steel, T-shaped steel, ferrule, bolt, male and female groove, socket piece, sawtooth piece, convex groove, groove, bayonet, card Covers, holes, embedded iron parts, etc. In this way, when the cavity formwork components are applied to the cast-in-place concrete hollow floor, the connectors provided on the cavity formwork components can effectively and reliably control the distance between the cavity formwork components, and control the distance between the cast-in-place concrete ribs. The width and height ensure the pouring quality of the internal structure of the floor; at the same time, it is also conducive to the connection and positioning of the cavity formwork components, or the formation of group components to speed up the construction speed.

本发明的特征还在于至少两个以上空腔模壳构件通过连接件联接为一体,空腔模壳构件之间构成内肋模腔。这样,当空腔模壳构件应用于现浇砼楼盖中后,现浇砼进入内肋模腔中,形成了现浇砼内肋,提高了楼盖的力学性能;同时,空腔模壳构件通过连接件联接为一体,构成了空腔模壳组件,因而,大大提高了楼盖的施工效率和施工速度。The present invention is also characterized in that at least two or more cavity formwork components are connected as a whole through connectors, 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 as a whole through the connecting piece, thus greatly improving the construction efficiency and construction speed of the floor.

本发明的特征还在于所述的下底为水泥砂浆、砼、轻质砼、聚合物砼、聚合物砂浆的下底,或者模壳构件的上板或周围侧壁的壁为水泥纤维、水泥纤维网、水泥钢筋网、水泥钢丝网、砼胶板、木胶板、塑料、金属压型板、轻质砼的壁。这样,下底、上板和周围侧壁制作材料的多样化,可使空腔模壳构件充分满足各种不同情况的需要,有利于降低产品成本。The present invention is also characterized in that the lower bottom is cement mortar, concrete, lightweight concrete, polymer concrete, polymer mortar lower bottom, or the upper plate of the formwork member or the wall of the surrounding side wall is cement fiber, cement Fiber mesh, cement steel mesh, cement steel wire mesh, concrete plywood, wood plywood, plastic, metal profiled panels, walls of lightweight concrete. In this way, the diversification of materials for the lower bottom, the upper plate and the surrounding side walls can make the cavity formwork components fully meet the needs of various situations, which is beneficial to reduce product costs.

本发明的特征还在于所述的下底有挑边,或者至少两个以上空腔模壳构件通过挑边连接成成组模壳构件。这样,在空腔模壳构件应用于现浇砼空心楼盖中时,挑边可代替施工模板,省去模板安装工序,降低了材料损耗率,同时,提高了施工效率。若多个空腔模壳构件通过挑边连接成成组模壳构件,则空腔模壳构件的施工效率更高,施工成本更低。The present invention is also characterized in that the lower bottom has a raised edge, or at least two or more cavity formwork members are connected into a group of formwork members through the raised edge. In this way, when the cavity formwork component is applied to the cast-in-situ concrete hollow floor, the overhang can replace the construction template, save the template installation process, reduce the material loss rate, and improve the construction efficiency at the same time. If a plurality of cavity formwork components are connected into a group of formwork components by picking edges, the construction efficiency of the cavity formwork components is higher and the construction cost is lower.

(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。各附图中,1为上板,2为周围侧壁,3为下底,4为阴角,5为加劲杆,以下各附图中,编号相同的,其说明相同。如图1所示,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,其空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件内部设置有加劲杆5。Fig. 1 is a schematic structural diagram of Embodiment 1 of the present invention. In each accompanying drawing, 1 is an upper plate, 2 is a surrounding side wall, 3 is a lower bottom, 4 is an inner corner, and 5 is a stiffening rod. In the following accompanying drawings, those with the same number have the same description. As shown in Figure 1, the upper plate 1, the surrounding side walls 2 and the lower bottom 3 encircle and form a polyhedral cavity formwork member, and the lateral corners of the lower bottom of the cavity formwork member are provided with a female corner 4, in the cavity Stiffeners 5 are arranged inside the formwork member.

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,空腔模壳构件的下底部的横向拐角处均设置为阴角4,在空腔模壳构件内部设置有加劲杆5,其阴角4连通成为阴角环圈。Fig. 2 is the structural representation of embodiment 2 of the present invention, and upper plate 1, surrounding sidewall 2 and lower bottom 3 encircle and form polyhedral cavity formwork member, and the lateral corners of the lower bottom of cavity formwork member are all arranged as female Angle 4 is provided with a stiffening rod 5 inside the cavity formwork member, and its internal angle 4 is connected to form an internal angle ring.

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,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件内部设置有加劲杆5,其下底3上叠合有叠合层6。Fig. 3 is a structural schematic diagram 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 lateral corners of the lower bottom of the cavity formwork member are provided with internal corners 4. A stiffener 5 is provided inside the cavity formwork member, and a laminated layer 6 is superimposed on the lower bottom 3 thereof.

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,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件内部设置有加劲杆5,其上板1上设置有方便搬运的搬运件7,图示搬运件7为提手。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 lateral corners of the lower bottom of the cavity formwork member are provided with internal corners. 4. A stiffening rod 5 is provided inside the cavity formwork member, and a carrier 7 is provided on the upper plate 1 for easy transportation. The carrier 7 in the figure is a handle.

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,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件内部设置有加劲杆5,其多根加劲杆5彼此构成网架。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 lateral corners of the lower bottom of the cavity formwork member are provided with internal corners. 4. A stiffening rod 5 is arranged inside the cavity formwork member, and a plurality of stiffening rods 5 form a network frame with each other.

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,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件内部设置有加劲杆5,其加劲杆5为空心加劲杆。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 lateral corners of the lower bottom of the cavity formwork member are provided with internal corners. 4. A stiffener 5 is arranged inside the cavity formwork member, and the stiffener 5 is a hollow stiffener.

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,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件内部设置有加劲杆5,其加劲杆5有部分伸出露于空腔模壳构件外部。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 lateral corners of the lower bottom of the cavity formwork member are provided with internal corners. 4. Stiffeners 5 are provided inside the cavity formwork member, and part of the stiffener 5 is exposed outside the cavity formwork member.

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,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件内部设置有加劲杆5,其加劲杆5拉结空腔模壳构件的多个面。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 lateral corners of the lower bottom of the cavity formwork member are provided with internal corners. 4. Stiffeners 5 are arranged inside the cavity formwork member, and the stiffeners 5 tie multiple surfaces of the cavity formwork member.

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,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件内部设置有加劲杆5,其上板1上和周围侧壁2内设置有增强物8,图示增强物8为金属薄条带。Fig. 9 is a structural schematic diagram 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 lateral corners of the lower bottom of the cavity formwork member are provided with internal corners. 4. Stiffeners 5 are provided inside the cavity formwork member, and reinforcements 8 are provided on the upper plate 1 and the surrounding side walls 2. The reinforcements 8 are thin metal strips as shown in the figure.

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,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件内部设置有加劲杆5,上板1和周围侧壁2内设置有增强物8,其周围侧壁2内有增强物8伸入并锚固在上板1内,图示增强物8为纤维网格布。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 lateral corners of the lower bottom of the cavity formwork member are provided with internal corners. 4. Stiffeners 5 are provided inside the cavity formwork member, and reinforcements 8 are provided in the upper plate 1 and the surrounding side walls 2, and the reinforcements 8 in the surrounding side walls 2 are inserted into and anchored in the upper plate 1, The illustrated reinforcement 8 is a fiber mesh cloth.

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,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件内部设置有加劲杆5,其所述的多面体空腔模壳构件的水平剖面形状为多边形。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 lateral corners of the lower bottom of the cavity formwork member are provided with internal corners. 4. A stiffener 5 is arranged inside the cavity formwork member, and the horizontal cross-sectional shape of the polyhedral cavity formwork member is polygonal.

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,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件内部设置有加劲杆5,其空腔模壳构件上还同时设置有倒角9、凹槽10、凹坑11、孔洞12、凸台模块13和阳角15。Fig. 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 lateral corners of the lower bottom of the cavity formwork member are provided with internal corners. 4. Stiffeners 5 are provided inside the cavity formwork member, and chamfers 9, grooves 10, pits 11, holes 12, boss modules 13 and male corners 15 are also provided on the cavity formwork member.

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,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件内部设置有加劲杆5,其空腔模壳构件上还同时设置有倒角9、凹槽10和凸条14。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 lateral corners of the lower bottom of the cavity formwork member are provided with internal corners. 4. Stiffeners 5 are provided inside the cavity formwork member, and chamfers 9, grooves 10 and raised lines 14 are also provided on the cavity formwork member.

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,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件内部设置有加劲杆5,其空腔模壳构件上还同时设置有相互平行的横向阴角4、横向倒角9和横向凸条14。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 lateral corners of the lower bottom of the cavity formwork member are provided with internal corners. 4. Stiffening rods 5 are arranged inside the cavity formwork member, and transverse inner corners 4, transverse chamfers 9 and transverse raised lines 14 parallel to each other are also provided on the cavity formwork member.

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,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件内部设置有加劲杆5,其空腔模壳构件上还同时设置有竖向阴角4、竖向倒角9、竖向凹槽10、竖向孔洞12和竖向凸条14,它们自身或相互呈平行、正交或斜交设置。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 lateral corners of the lower bottom of the cavity formwork member are provided with internal corners. 4. Stiffeners 5 are provided inside the cavity formwork member, and vertical internal corners 4, vertical chamfers 9, vertical grooves 10, vertical holes 12 and vertical corners are also provided on the cavity formwork member. To the ridges 14, they are arranged parallel, orthogonal or oblique to each other or to each other.

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,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件内部设置有加劲杆5,其加劲杆5为空心杆件,凹槽10与开口的空心加劲杆5连通。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 lateral corners of the lower bottom of the cavity formwork member are provided with internal corners. 4. A stiffening rod 5 is arranged inside the cavity formwork member, and the stiffening rod 5 is a hollow rod, and the groove 10 communicates with the open hollow stiffening rod 5 .

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,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件内部设置有加劲杆5,其所述空腔模壳构件的封闭空腔内还同时设置有加劲肋16和加强筋17,同时,加劲肋16和加劲杆5有部分露出空腔模壳构件外。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 lateral corners of the lower bottom of the cavity formwork member are provided with internal corners. 4. Stiffeners 5 are provided inside the cavity formwork member, and stiffeners 16 and ribs 17 are also provided in the closed cavity of the cavity formwork member. At the same time, the stiffeners 16 and stiffeners 5 have Partially exposed outside the cavity formwork member.

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,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件内部设置有加劲杆5,其所述的空腔模壳构件的封闭空腔内设置有轻质材料18,图示轻质材料18为膨胀珍珠岩。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 lateral corners of the lower bottom of the cavity formwork member are provided with internal corners. 4. A stiffener 5 is provided inside the cavity formwork member, and a lightweight material 18 is provided in the closed cavity of the cavity formwork member, and the light material 18 shown in the figure is expanded perlite.

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,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件内部设置有加劲杆5,其上板1的壁为泡沫砼轻质材料18。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 lateral corners of the lower bottom of the cavity formwork member are provided with internal corners. 4. A stiffener 5 is arranged inside the cavity formwork member, and the wall of the upper plate 1 is made of foamed concrete lightweight material 18 .

图20是本发明实施例20的结构示意图,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件内部设置有加劲杆5,其上板1为活动可拆卸的扣合盖板。Fig. 20 is a schematic structural view of Embodiment 20 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 lateral corners of the lower bottom of the cavity formwork member are provided with internal corners. 4. A stiffening rod 5 is arranged inside the cavity formwork member, and its upper plate 1 is a movable and detachable fastening cover plate.

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,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件内部设置有加劲杆5,其上板1和周围侧壁2的外表面为糙面外表面。Fig. 21 is a schematic structural view of Embodiment 21 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 lateral corners of the lower bottom of the cavity formwork member are provided with internal corners. 4. Stiffeners 5 are arranged inside the cavity formwork member, and the outer surfaces of the upper plate 1 and the surrounding side walls 2 are rough outer surfaces.

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,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件内部设置有加劲杆5,其上板1上设置有定位构件19,图示定位构件19为支撑定位块。Fig. 22 is a schematic structural view of Embodiment 22 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 lateral corners of the lower bottom of the cavity formwork member are provided with internal corners. 4. A stiffener 5 is provided inside the cavity formwork member, and a positioning member 19 is provided on its upper plate 1. The positioning member 19 in the figure is a supporting positioning block.

图23是本发明实施例23的结构示意图,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件内部设置有加劲杆5,其空腔模壳构件的周围侧壁2上设置有多个用于空腔模壳构件之间彼此连接的连接件20,图示连接件20为杆件或插孔。Fig. 23 is a schematic structural view of Embodiment 23 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 lateral corners of the lower bottom of the cavity formwork member are provided with internal corners. 4. Stiffeners 5 are provided inside the cavity formwork components, and a plurality of connecting pieces 20 are provided on the surrounding side walls 2 of the cavity formwork components for connection between the cavity formwork components, as shown in the figure. Part 20 is a rod or a socket.

图24是本发明实施例24的结构示意图,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件内部设置有加劲杆5,其多个空腔模壳构件通过连接件20联接为一体,空腔模壳构件之间的间隔构成内肋模腔21。Fig. 24 is a schematic structural view of Embodiment 24 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 lateral corners of the lower bottom of the cavity formwork member are provided with internal corners. 4. Stiffening rods 5 are arranged inside the cavity formwork components, and multiple cavity formwork components are connected as a whole through connectors 20 , and the intervals between the cavity formwork components constitute inner rib cavity 21 .

图25是本发明实施例25的结构示意图,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件内部设置有加劲杆5,其多个空腔模壳构件通过连接件20联接为一体,空腔模壳构件之间的间隔构成内肋模腔21。Fig. 25 is a schematic structural view of Embodiment 25 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 lateral corners of the lower bottom of the cavity formwork member are provided with internal corners. 4. Stiffening rods 5 are arranged inside the cavity formwork components, and multiple cavity formwork components are connected as a whole through connectors 20 , and the intervals between the cavity formwork components constitute inner rib cavity 21 .

图26是本发明实施例26的结构示意图,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件内部设置有加劲杆5,其空腔模壳构件的下底3伸出有挑边22,同时,多个空腔模壳构件通过挑边22连接成成组模壳构件。Fig. 26 is a schematic structural view of Embodiment 26 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 lateral corners of the lower bottom of the cavity formwork member are provided with internal corners. 4. Stiffeners 5 are arranged inside the cavity formwork member, and the lower bottom 3 of the cavity formwork member protrudes from the raised edge 22. At the same time, multiple cavity formwork members are connected into a group mold through the raised edge 22. Shell member.

(五)具体实施方式(5) Specific implementation methods

下面结合附图和实施例对本发明作进一步的说明。The present invention will be further described below in conjunction with the accompanying drawings and embodiments.

本发明如附图所示,包括上板1、周围侧壁2、下底3,上板1、周围侧壁2、下底3围成多面体空腔模壳构件,其特征在于空腔模壳构件的下部的至少一个横向拐角处为阴角4,在空腔模壳构件内设置有至少一根加劲杆5。图1是本发明实施例1的结构示意图。各附图中,1为上板,2为周围侧壁,3为下底,4为阴角,5为加劲杆,以下各附图中,编号相同的,其说明相同。如图1所示,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,其空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件内部设置有加劲杆5。As shown in the accompanying drawings, the present invention includes an upper plate 1, surrounding side walls 2, and lower bottom 3, and the upper plate 1, surrounding side walls 2, and lower bottom 3 form a polyhedral cavity formwork member, which is characterized in that the cavity formwork At least one transverse corner of the lower part of the component is a female corner 4, and at least one stiffening rod 5 is arranged in the cavity formwork component. Fig. 1 is a schematic structural diagram of Embodiment 1 of the present invention. In each accompanying drawing, 1 is an upper plate, 2 is a surrounding side wall, 3 is a lower bottom, 4 is an inner corner, and 5 is a stiffening rod. In the following accompanying drawings, those with the same number have the same description. As shown in Figure 1, the upper plate 1, the surrounding side walls 2 and the lower bottom 3 encircle and form a polyhedral cavity formwork member, and the lateral corners of the lower bottom of the cavity formwork member are provided with a female corner 4, in the cavity Stiffeners 5 are arranged inside the formwork member.

本发明的特征还在于空腔模壳构件的下部的所有横向拐角处均为阴角4,阴角4连通成阴角环圈。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,空腔模壳构件的下底部的横向拐角处均设置为阴角4,在空腔模壳构件内部设置有加劲杆5,其阴角4连通成为阴角环圈。The present invention is also characterized in that all transverse corners of the lower part of the cavity formwork member are internal corners 4, and the internal corners 4 are connected to form a female corner ring. Fig. 2 is the structural representation of embodiment 2 of the present invention, and upper plate 1, surrounding sidewall 2 and lower bottom 3 encircle and form polyhedral cavity formwork member, and the lateral corners of the lower bottom of cavity formwork member are all arranged as female Angle 4 is provided with a stiffening rod 5 inside the cavity formwork member, and its internal angle 4 is connected to form an internal angle ring.

本发明的特征还在于空腔模壳构件的上板1或周围侧壁2或下底3或阴角4的至少一个中叠合有叠合层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,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件内部设置有加劲杆5,其下底3上叠合有叠合层6。The present invention is also characterized in that a lamination layer 6 is laminated in at least one of the upper plate 1 or the surrounding side wall 2 or the lower bottom 3 or the inner corner 4 of the cavity formwork member. Fig. 3 is a structural schematic diagram 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 lateral corners of the lower bottom of the cavity formwork member are provided with internal corners 4. A stiffener 5 is provided inside the cavity formwork member, and a laminated layer 6 is superimposed on the lower bottom 3 thereof.

本发明的特征还在于所述的上板1或周围侧壁2或下底3上设置有方便搬运的搬运件7。搬运件7可为提手、吊钩、吊环或其它装置。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,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件内部设置有加劲杆5,其上板1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 side walls 2 or the lower bottom 3 are provided with a carrier 7 for easy transportation. The carrier 7 can be a handle, a hook, a ring or other devices. 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 lateral corners of the lower bottom of the cavity formwork member are provided with internal corners. 4. A stiffening rod 5 is provided inside the cavity formwork member, and a carrier 7 is provided on the upper plate 1 for easy transportation. The carrier 7 in the figure is a handle.

本发明的特征还在于所述的多根加劲杆5彼此构成网架或桁架。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,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件内部设置有加劲杆5,其多根加劲杆5彼此构成网架。The present invention is also characterized in that the plurality of stiffeners 5 form a grid or truss with each other. 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 lateral corners of the lower bottom of the cavity formwork member are provided with internal corners. 4. A stiffening rod 5 is arranged inside the cavity formwork member, and a plurality of stiffening rods 5 form a network frame with each other.

本发明的特征还在于所述的加劲杆5为组合杆或复合杆或空心杆。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,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件内部设置有加劲杆5,其加劲杆5为空心加劲杆。The present invention is also characterized in that the stiffening rod 5 is a composite rod or a composite rod or a hollow rod. 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 lateral corners of the lower bottom of the cavity formwork member are provided with internal corners. 4. A stiffener 5 is arranged inside the cavity formwork member, and the stiffener 5 is a hollow stiffener.

本发明的特征还在于所述的加劲杆5伸出空腔模壳构件外。图7是本发明实施例7的结构示意图,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件内部设置有加劲杆5,其加劲杆5有部分伸出露于空腔模壳构件外部。The present invention is also characterized in that said stiffeners 5 protrude outside the cavity formwork member. 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 lateral corners of the lower bottom of the cavity formwork member are provided with internal corners. 4. Stiffeners 5 are provided inside the cavity formwork member, and part of the stiffener 5 is exposed outside the cavity formwork member.

本发明的特征还在于所述的加劲杆5拉结空腔模壳构件的至少二个面。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,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件内部设置有加劲杆5,其加劲杆5拉结空腔模壳构件的多个面。The present invention is also characterized in that the stiffeners 5 tie at least two faces of the cavity formwork member. 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 lateral corners of the lower bottom of the cavity formwork member are provided with internal corners. 4. Stiffeners 5 are arranged inside the cavity formwork member, and the stiffeners 5 tie multiple surfaces of the cavity formwork member.

本发明的特征还在于所述的上板2、周围侧壁2、下底3、加劲杆5的至少一个中含有增强物8,或者有增强物8露出。增强物8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、有孔薄条带、包装带、编织带中的至少一种。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,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件内部设置有加劲杆5,其上板1上和周围侧壁2内设置有增强物8,图示增强物8为金属薄条带。The present invention is also characterized in that at least one of the upper plate 2, surrounding side walls 2, lower bottom 3, and stiffeners 5 contains reinforcements 8, or has reinforcements 8 exposed. Reinforcement 8 is steel bar, steel wire, prestressed tendon, steel mesh, steel wire mesh, fiber, fiber tow, fiber mesh cloth, non-woven fabric, thin metal strip, thin strip with holes, packing tape, braided tape at least one of . Fig. 9 is a structural schematic diagram 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 lateral corners of the lower bottom of the cavity formwork member are provided with internal corners. 4. Stiffeners 5 are provided inside the cavity formwork member, and reinforcements 8 are provided on the upper plate 1 and the surrounding side walls 2. The reinforcements 8 are thin metal strips as shown in the figure.

本发明的特征还在于所述的周围侧壁2内有增强物8伸入并锚固在上板1或下底3内,或者上板1或下底3内有增强物8伸入并锚固在周围侧壁2内。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,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件内部设置有加劲杆5,上板1和周围侧壁2内设置有增强物8,其周围侧壁2内有增强物8伸入并锚固在上板1内,图示增强物8为纤维网格布。The present invention is also characterized in that reinforcements 8 are inserted into and anchored in the upper plate 1 or lower bottom 3 in the surrounding side wall 2, or reinforcements 8 are inserted in and anchored in the upper plate 1 or lower bottom 3. Inside the surrounding side wall 2. 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 lateral corners of the lower bottom of the cavity formwork member are provided with internal corners. 4. Stiffeners 5 are provided inside the cavity formwork member, and reinforcements 8 are provided in the upper plate 1 and the surrounding side walls 2, and the reinforcements 8 in the surrounding side walls 2 are inserted into and anchored in the upper plate 1, The illustrated reinforcement 8 is a fiber mesh cloth.

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或竖向剖面形状为长方形、正方形、多边形、弧角多边形、倒角多边形、多弧边形、波纹形或圆形。图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,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件内部设置有加劲杆5,其所述的多面体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 section or vertical section shape of the polyhedral cavity formwork member is a rectangle, a square, a polygon, an arc polygon, a chamfer polygon, an arc polygon, a corrugated shape or a circle. 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 lateral corners of the lower bottom of the cavity formwork member are provided with internal corners. 4. A stiffener 5 is arranged inside the cavity formwork member, and the horizontal cross-sectional shape of the polyhedral cavity formwork member is polygonal.

本发明的特征还在于所述的空腔模壳构件上设置有阴角4、倒角9、凹槽10、凹坑11、孔洞12、凸台模块13、凸条14、阳角15中的至少一个。图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,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件内部设置有加劲杆5,其空腔模壳构件上还同时设置有倒角9、凹槽10、凹坑11、孔洞12、凸台模块13和阳角15。The present invention is also characterized in that the cavity formwork member is provided with internal corners 4, chamfers 9, grooves 10, pits 11, holes 12, boss modules 13, convex strips 14, and male corners 15. at least one. 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 lateral corners of the lower bottom of the cavity formwork member are provided with internal corners. 4. Stiffeners 5 are provided inside the cavity formwork member, and chamfers 9, grooves 10, pits 11, holes 12, boss modules 13 and male corners 15 are also provided on the cavity formwork member.

本发明的特征还在于所述的阴角4、倒角9、凹槽10、孔洞12、凸条14自身或相互呈平行、正交、斜交或立交设置或形成网格。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,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件内部设置有加劲杆5,其空腔模壳构件上还同时设置有倒角9、凹槽10和凸条14。The present invention is also characterized in that the internal corners 4, chamfers 9, grooves 10, holes 12, and convex lines 14 themselves or each other are arranged in parallel, orthogonal, oblique or vertical intersection or form a grid. 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 lateral corners of the lower bottom of the cavity formwork member are provided with internal corners. 4. Stiffeners 5 are provided inside the cavity formwork member, and chamfers 9, grooves 10 and raised lines 14 are also provided on the cavity formwork member.

本发明的特征还在于所述的空腔模壳构件上设置有横向阴角4、横向倒角9、横向凹槽10、横向孔洞12、横向凸条14中的至少一种,或上述自身或相互平行、正交、斜交或形成网格。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,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件内部设置有加劲杆5,其空腔模壳构件上还同时设置有相互平行的横向阴角4、横向倒角9和横向凸条14。The present invention is also characterized in that the cavity formwork member is provided with at least one of a transverse inner corner 4, a transverse chamfer 9, a transverse groove 10, a transverse hole 12, and a transverse raised line 14, or the above-mentioned itself or Parallel to each other, orthogonal, oblique or form a grid. 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 lateral corners of the lower bottom of the cavity formwork member are provided with internal corners. 4. Stiffening rods 5 are arranged inside the cavity formwork member, and transverse inner corners 4, transverse chamfers 9 and transverse raised lines 14 parallel to each other are also provided on the cavity formwork member.

本发明的特征还在于所述的空腔模壳构件上设置有竖向阴角4、竖向倒角9、竖向凹槽10、竖向孔洞12、竖向凸条14中的至少一种,或上述自身或相互平行、正交、斜交或形成网格。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,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件内部设置有加劲杆5,其空腔模壳构件上还同时设置有竖向阴角4、竖向倒角9、竖向凹槽10、竖向孔洞12和竖向凸条14,它们自身或相互呈平行、正交或斜交设置。The present invention is also characterized in that at least one of vertical internal corners 4, vertical chamfers 9, vertical grooves 10, vertical holes 12, and vertical ridges 14 is provided on the cavity formwork member. , or the above self or mutually parallel, orthogonal, oblique or form a grid. 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 lateral corners of the lower bottom of the cavity formwork member are provided with internal corners. 4. Stiffeners 5 are provided inside the cavity formwork member, and vertical internal corners 4, vertical chamfers 9, vertical grooves 10, vertical holes 12 and vertical corners are also provided on the cavity formwork member. To the ridges 14, they are arranged parallel, orthogonal or oblique to each other or to each other.

本发明的特征还在于所述的凹槽10与开口的空心加劲杆5连通。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,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件内部设置有加劲杆5,其加劲杆5为空心杆件,凹槽10与开口的空心加劲杆5连通。The present invention is also characterized in that the groove 10 communicates with the open hollow stiffener 5 . 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 lateral corners of the lower bottom of the cavity formwork member are provided with internal corners. 4. A stiffening rod 5 is arranged inside the cavity formwork member, and the stiffening rod 5 is a hollow rod, and the groove 10 communicates with the open hollow stiffening rod 5 .

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、加强筋17中的至少一个,或者有加劲肋16露出空腔模壳构件外,或者加劲肋16、加强筋17上还露出有增强物8。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,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件内部设置有加劲杆5,其所述空腔模壳构件的封闭空腔内还同时设置有加劲肋16和加强筋17,同时,加劲肋16和加劲杆5有部分露出空腔模壳构件外。The present invention is also characterized in that at least one of stiffeners 16 and ribs 17 is provided in the closed cavity of the cavity formwork member, or that the stiffener 16 is exposed outside the cavity formwork member, or that the stiffener 16 1. The reinforcement 8 is also exposed on the rib 17 . 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 lateral corners of the lower bottom of the cavity formwork member are provided with internal corners. 4. Stiffeners 5 are provided inside the cavity formwork member, and stiffeners 16 and ribs 17 are also provided in the closed cavity of the cavity formwork member. At the same time, the stiffeners 16 and stiffeners 5 have Partially exposed outside the cavity formwork member.

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18。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,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件内部设置有加劲杆5,其所述的空腔模壳构件的封闭空腔内设置有轻质材料18,图示轻质材料18为膨胀珍珠岩。The present invention is also characterized in that a lightweight material 18 is arranged in the closed cavity of the cavity formwork member. 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 lateral corners of the lower bottom of the cavity formwork member are provided with internal corners. 4. A stiffener 5 is provided inside the cavity formwork member, and a lightweight material 18 is provided in the closed cavity of the cavity formwork member, and the light material 18 shown in the figure is expanded perlite.

本发明的特征还在于所述的模壳构件的上板1或周围侧壁2的壁为轻质材料18。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,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件内部设置有加劲杆5,其上板1的壁为泡沫砼轻质材料18。The invention is also characterized in that the walls of the upper plate 1 or surrounding side walls 2 of said formwork elements are made of lightweight material 18 . 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 lateral corners of the lower bottom of the cavity formwork member are provided with internal corners. 4. A stiffener 5 is arranged inside the cavity formwork member, and the wall of the upper plate 1 is made of foamed concrete lightweight material 18 .

本发明的特征还在于所述的上板1或侧壁2中的至少一个为或有可拆卸的活动部件。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,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件内部设置有加劲杆5,其上板1为活动可拆卸的扣合盖板。The present invention is also characterized in that at least one of the upper plate 1 or the side wall 2 is or has a detachable movable part. Fig. 20 is a schematic structural view of Embodiment 20 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 lateral corners of the lower bottom of the cavity formwork member are provided with internal corners. 4. A stiffening rod 5 is arranged inside the cavity formwork member, and its upper plate 1 is a movable and detachable fastening cover plate.

本发明的特征还在于所述的上板1、周围侧壁2的外表面中的至少一个为波纹形、锯齿形、拉毛形或者糙面外表面。图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,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件内部设置有加劲杆5,其上板1和周围侧壁2的外表面为糙面外表面。The present invention is also characterized in that at least one of the outer surfaces of the upper plate 1 and the surrounding side walls 2 is a corrugated, zigzag, brushed or rough outer surface. Fig. 21 is a schematic structural view of Embodiment 21 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 lateral corners of the lower bottom of the cavity formwork member are provided with internal corners. 4. Stiffeners 5 are arranged inside the cavity formwork member, and the outer surfaces of the upper plate 1 and the surrounding side walls 2 are rough 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19。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,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件内部设置有加劲杆5,其上板1上设置有定位构件19,图示定位构件19为支撑定位块。The present invention is also characterized in that a positioning member 19 is provided on the cavity formwork member. Fig. 22 is a schematic structural view of Embodiment 22 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 lateral corners of the lower bottom of the cavity formwork member are provided with internal corners. 4. A stiffener 5 is provided inside the cavity formwork member, and a positioning member 19 is provided on its upper plate 1. The positioning member 19 in the figure is a supporting positioning block.

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20。图23是本发明实施例23的结构示意图,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件内部设置有加劲杆5,其空腔模壳构件的周围侧壁2上设置有多个用于空腔模壳构件之间彼此连接的连接件20,图示连接件20为杆件或插孔。The present invention is also characterized in that the cavity formwork components are provided with connecting pieces 20 for connecting the cavity formwork components with each other. Fig. 23 is a schematic structural view of Embodiment 23 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 lateral corners of the lower bottom of the cavity formwork member are provided with internal corners. 4. Stiffeners 5 are provided inside the cavity formwork components, and a plurality of connecting pieces 20 are provided on the surrounding side walls 2 of the cavity formwork components for connection between the cavity formwork components, as shown in the figure. Part 20 is a rod or a socket.

本发明的特征还在于至少两个以上空腔模壳构件通过连接件20联接为一体,空腔模壳构件之间构成内肋模腔21。图24是本发明实施例24的结构示意图,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件内部设置有加劲杆5,其多个空腔模壳构件通过连接件20联接为一体,空腔模壳构件之间的间隔构成内肋模腔21。图25是本发明实施例25的结构示意图,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件内部设置有加劲杆5,其多个空腔模壳构件通过连接件20联接为一体,空腔模壳构件之间的间隔构成内肋模腔21。The present invention is also characterized in that at least two or more cavity formwork components are connected as a whole through the connecting piece 20, and an inner rib cavity 21 is formed between the cavity formwork components. Fig. 24 is a schematic structural view of Embodiment 24 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 lateral corners of the lower bottom of the cavity formwork member are provided with internal corners. 4. Stiffening rods 5 are arranged inside the cavity formwork components, and multiple cavity formwork components are connected as a whole through connectors 20 , and the intervals between the cavity formwork components constitute inner rib cavity 21 . Fig. 25 is a schematic structural view of Embodiment 25 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 lateral corners of the lower bottom of the cavity formwork member are provided with internal corners. 4. Stiffening rods 5 are arranged inside the cavity formwork components, and multiple cavity formwork components are connected as a whole through connectors 20 , and the intervals between the cavity formwork components constitute inner rib cavity 21 .

本发明的特征还在于所述的下底3为水泥砂浆、砼、轻质砼、聚合物砼、聚合物砂浆的下底,或者模壳构件的上板1或周围侧壁2的壁为水泥纤维、水泥纤维网、水泥钢筋网、水泥钢丝网、砼胶板、木胶板、塑料、金属压型板、轻质砼的壁。如图22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,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件内部设置有加劲杆5,其上板1、周围侧壁2和下底3为水泥纤维壁。The present invention is also characterized in that the lower bottom 3 is the lower bottom of cement mortar, concrete, light concrete, polymer concrete, polymer mortar, or the upper plate 1 of the formwork member or the wall of the surrounding side wall 2 is cement Fiber, cement fiber mesh, cement steel mesh, cement steel wire mesh, concrete rubber board, wood rubber board, plastic, metal profiled board, and the wall of lightweight concrete. As shown in Figure 22, the upper plate 1, the surrounding side walls 2 and the lower bottom 3 enclose a polyhedral cavity formwork member, and a female corner 4 is provided at the lateral corner of the lower bottom of the cavity formwork member. A stiffener 5 is arranged inside the shell member, and its upper plate 1, surrounding side walls 2 and lower bottom 3 are cement fiber walls.

本发明的特征还在于所述的下底3有挑边22,或者至少两个以上空腔模壳构件通过挑边22连接成成组模壳构件。图26是本发明实施例26的结构示意图,上板1、周围侧壁2和下底3围合构成多面体空腔模壳构件,空腔模壳构件的下底部的横向拐角处设置有阴角4,在空腔模壳构件内部设置有加劲杆5,其空腔模壳构件的下底3伸出有挑边22,同时,多个空腔模壳构件通过挑边22连接成成组模壳构件。The present invention is also characterized in that the lower bottom 3 has a raised edge 22, or at least two cavity formwork members are connected through the raised edge 22 to form a group of formwork members. Fig. 26 is a schematic structural view of Embodiment 26 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 lateral corners of the lower bottom of the cavity formwork member are provided with internal corners. 4. Stiffeners 5 are arranged inside the cavity formwork member, and the lower bottom 3 of the cavity formwork member protrudes from the raised edge 22. At the same time, multiple cavity formwork members are connected into a group mold through the raised edge 22. Shell member.

本发明实施时,可采用水泥胶结料和玻璃纤维网格布,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至少一个开口边向中央内凹的空腔内设置有加劲杆5的空腔模壳构件,脱模养护至规定龄期即得到开口的空腔模壳构件,然后,在下底模具中制作下底3,其下底3的浆料可采用水泥砂浆或水泥砼,在下底3浆料凝结硬化前,将预先制得的开口空腔模壳构件与下底3粘结成整体,待下底3凝结硬化后脱模,养护至规定龄期后,即得到空腔模壳构件。During the implementation of the present invention, cement binder and glass fiber mesh cloth can be used to form at least one layered multi-layer structure of one layer of cement binder, one layer of glass fiber mesh cloth and one layer of binder in the mold. A cavity formwork member with stiffeners 5 is provided in the cavity with the opening side concave toward the center, and the cavity formwork member with the opening is obtained after demoulding and curing to a specified age, and then the lower bottom 3 is made in the lower bottom mould, The slurry of the lower bottom 3 can be cement mortar or cement concrete. Before the slurry of the lower bottom 3 is solidified and hardened, the pre-made open cavity formwork member and the lower bottom 3 are bonded into a whole, and the lower bottom 3 is solidified and hardened. After demoulding, after curing to the specified age, the cavity formwork member is obtained.

Claims (26)

1, a kind of cavity former 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, at least one the lateral corner place that it is characterized in that the bottom of cavity former component is inner corner trim (4), is provided with at least one bracing boom (5) in cavity former component.
2, a kind of cavity former component according to claim 1 is characterized in that all lateral corner places of the bottom of cavity former component are inner corner trim (4), and inner corner trim (4) is communicated with into the inner corner trim ring.
3, a kind of cavity former component according to claim 1, it is characterized in that the upper plate (1) of cavity former component or on every side sidewall (2) go to the bottom (3) or at least one of inner corner trim (4) in be superimposed with overlapping layers (6).
4, a kind of cavity former component according to claim 1 is characterized in that described upper plate (1) or sidewall (2) or go to the bottom (3) are provided with the carrying part (7) of convenient carrying on every side.
5, a kind of cavity former component according to claim 1 is characterized in that described many bracing booms (5) constitute rack or truss each other.
6, a kind of cavity former component according to claim 1 is characterized in that described bracing boom (5) is compound rod or coupled pole or hollow stem.
7, a kind of cavity former component according to claim 1 is characterized in that described bracing boom (5) stretches out outside the cavity former component.
8, a kind of cavity former component according to claim 1 is characterized in that at least two faces of described bracing boom (5) drawknot cavity former component.
9, a kind of cavity former component according to claim 1 is characterized in that described upper plate (1), contains reinforce (8) at least one of sidewall (2), go to the bottom (3), bracing boom (5) on every side, perhaps has reinforce (8) to expose.
10, a kind of cavity former component according to claim 9, it is characterized in that having reinforce (8) to stretch into and be anchored in upper plate (1) or go to the bottom (3) in the sidewall (2) around described, perhaps have reinforce (8) to stretch into and be anchored on every side in the sidewall (2) in upper plate (1) or go to the bottom (3).
11,, it is characterized in that the horizontal profile of described polyhedron cavity former component or vertical cross section are shaped as rectangle, square, polygon, arc angle polygon, chamfering polygon, multi sphere limit shape, corrugated or circular according to the described a kind of cavity former component of arbitrary claim in the claim 1 to 10.
12,, it is characterized in that described cavity former component is provided with at least one in inner corner trim (4), chamfering (9), groove (10), pit (11), hole (12), boss module (13), raised line (14), the external corner (15) according to the described a kind of cavity former component of arbitrary claim in the claim 1 to 10.
13, a kind of cavity former component according to claim 12 is characterized in that described inner corner trim (4), chamfering (9), groove (10), hole (12), raised line (14) self or is parallel, quadrature, oblique or grade separation setting mutually or forms grid.
14, a kind of cast-in-place concrete hollow-cavity mould component according to claim 13, it is characterized in that described cavity former component is provided with horizontal inner corner trim (4), laterally chamfering (9), transverse concave groove (10), laterally hole (12), horizontal at least a in the raised line (14), or above-mentioned self or be parallel to each other, quadrature, oblique or form grid.
15, a kind of cast-in-place concrete hollow-cavity mould component according to claim 13, it is characterized in that described cavity former component is provided with at least a in vertical inner corner trim (4), vertical chamfering (9), vertical groove (10), vertical hole (12), the vertical raised line (14), or above-mentioned self or be parallel to each other, quadrature, oblique or form grid.
16, a kind of cavity former component according to claim 12 is characterized in that described groove (10) is communicated with the hollow reinforced bar (5) of opening.
17, according to the described a kind of cavity former component of arbitrary claim in the claim 1 to 10, it is characterized in that being provided with in the enclosed cavity of described cavity former component at least one in stiffening rib (16), the reinforcing rib (17), perhaps have stiffening rib (16) to expose outside the cavity former component, perhaps also exposing on stiffening rib (16), the reinforcing rib (17) has reinforce (8).
18,, it is characterized in that being provided with light material (18) in the enclosed cavity of described cavity former component according to the described a kind of cavity former component of arbitrary claim in the claim 1 to 10.
19, a kind of cast-in-place concrete hollow-cavity mould component according to claim 18, it is characterized in that the upper plate (1) of described shuttering member or on every side the wall of sidewall (2) be light material (18).
20, according to the described a kind of cavity former component of arbitrary claim in the claim 1 to 10, it is characterized in that in described upper plate (1) or the sidewall (2) at least one for or dismountable movable part arranged.
21,, it is characterized in that described upper plate (1), at least one in the external surface of sidewall (2) is corrugated, zigzag, plucking shape or exasperate external surface on every side according to the described a kind of cavity former component of arbitrary claim in the claim 1 to 10.
22,, it is characterized in that described cavity former component is provided with align member (19) according to the described a kind of cavity former component of arbitrary claim in the claim 1 to 10.
23,, it is characterized in that described cavity former component is provided with connector connected to one another (20) between the cavity former component according to the described a kind of cavity former component of arbitrary claim in the claim 1 to 10.
24, a kind of cavity former component according to claim 23 is characterized in that at least two above cavity former components are connected as one by connector (20), constitutes internal-rib die cavity (21) between the cavity former component.
25, according to the described a kind of cast-in-place concrete hollow-cavity mould component of arbitrary claim in the claim 1 to 10, it is characterized in that described going to the bottom (3) is the going to the bottom of cement mortar, concrete, lightweight concrete, polymer concrete, polymer mortar, perhaps the upper plate of shuttering member (1) or on every side the wall of sidewall (2) be the wall of Cement fibre, Cement fibre net, cement steel net, cement gauze wire cloth, concrete offset plate, wood glue plate, plastics, metal crimp template, lightweight concrete.
26, according to the described a kind of cast-in-place concrete hollow-cavity mould component of arbitrary claim in the claim 1 to 10, it is characterized in that described going to the bottom (3) has toss (22), perhaps at least two above cavity former components connect into the gang mould mould component by toss (22).
CNB031591655A 2003-09-09 2003-09-09 A cavity formwork member Expired - Fee Related CN100336994C (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
CNA2007101539230A CN101135189A (en) 2003-09-09 2003-09-09 Cavity mould component
CNB031591655A CN100336994C (en) 2003-09-09 2003-09-09 A cavity formwork member

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Application Number Priority Date Filing Date Title
CNB031591655A CN100336994C (en) 2003-09-09 2003-09-09 A cavity formwork member

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SE514615C2 (en) * 1998-09-22 2001-03-19 Rolf Nystroem Joist Beam
CN1112489C (en) * 2001-11-15 2003-06-25 邱则有 Comobined ribbed cavity member for spatial structure roof
ITPN20010085A1 (en) * 2001-12-05 2003-06-05 Daliform S R L CONCEALED FORMWORK FOR THE CONSTRUCTION OF SLABS TO BE USED IN BUILDING.
CN100564723C (en) * 2002-09-28 2009-12-02 邱则有 A kind of formwork for in-site pouring concrete
CN1216218C (en) * 2002-12-15 2005-08-24 邱则有 Light weight hasting tyre mold for use filling concrete

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