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CN1576489A - A cavity component for cast-in-place concrete molding - Google Patents

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

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CN1576489A
CN1576489A CN 03133296 CN03133296A CN1576489A CN 1576489 A CN1576489 A CN 1576489A CN 03133296 CN03133296 CN 03133296 CN 03133296 A CN03133296 A CN 03133296A CN 1576489 A CN1576489 A CN 1576489A
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concrete
filling
groove
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cavity
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CN1250834C (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 cavity member for cast-in-place concrete molding comprises an upper plate (1), peripheral side walls (2) and a lower bottom (3), wherein the upper plate (1), the peripheral side walls (2) and the lower bottom (3) enclose a polyhedral cavity member, and the cavity member is characterized in that at least one groove (4) is arranged between the peripheral side walls (2) and the lower bottom (3), and at least one convex module (5) is arranged on at least one peripheral side wall (2) or the upper plate (1) or both of the cavity member. Thus, after the cavity member is used in-situ cast hollow floor slab, the in-situ cast concrete rib between the cavity members forms inverse T-shaped rib to improve the mechanical performance of the floor slab greatly, and the raised modules set on the side wall and the upper plate can further pump out reinforced concrete in the floor slab.

Description

一种现浇砼成型用空腔构件A cavity component for cast-in-place concrete molding

(一)技术领域(1) Technical field

本发明涉及一种现浇砼成型用空腔构件。The invention relates to a cavity component for cast-in-place concrete molding.

(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,此外,该种多面体空腔构件,为了有效地防止和分散模壳与现浇砼之间的应力集中,消除直线裂缝,使下底与现浇砼之间粘结更好,提高整体性能,其下底的周边侧面可做成内缩凹角形、倒锥形、波浪形、锯齿形表面。上述所公开的这些空腔构件,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,因此,研制一种新型的现浇砼成型用空腔构件已为急需。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. 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 component, in order to effectively prevent and disperse mold The stress concentration between the shell and the cast-in-place concrete eliminates linear cracks, makes the bond between the lower bottom and the cast-in-place concrete better, and improves the overall performance. The peripheral side of the lower bottom can be made into a concave angle or an inverted cone shape , wavy, sawtooth-shaped surface. These cavity components disclosed above are applied in densely ribbed slabs. They are not only formwork components but also prefabricated filling components. They have simple structure, high strength, excellent deformation resistance and vibration resistance, Easy to manufacture, low cost, etc. However, after being applied to the hollow floor, the cast-in-place concrete ribs formed between the cavity components are all rectangular cast-in-place concrete ribs, and their mechanical performance is not very reasonable, and it is often necessary to increase the cast-in-place concrete ribs. The cross-sectional size of the concrete rib increases the amount of steel bars and concrete, and increases the cost of the floor. Therefore, it is urgent to develop a new type of cavity member for cast-in-place concrete molding.

(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成型用空腔构件,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、施工方便等特点。The purpose of the present invention is to provide a cavity component for cast-in-place concrete molding, which has the characteristics 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, and convenient construction.

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构件,其特征在于所述的周围侧壁与下底之间设置有至少一条凹槽,在空腔构件的至少一个周围侧壁或上板或两者上有至少一个凸形模块。这样,由于在侧壁与下底之间设置有凹槽,空腔构件应用于现浇砼空心楼盖后,特别是密肋楼盖,其空腔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,由于空腔构件的周围侧壁或上板上设置有凸形模块,能进一步抽空楼盖中的钢筋砼,减轻楼盖的重量,降低楼盖的成本,因而楼盖的抗震性能进一步提高,力学性能进一步改善;此外,空腔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 member, which is characterized in that the surrounding side walls At least one groove is provided between the lower base and at least one male module on at least one surrounding side wall or upper plate or both of the cavity member. In this way, since the groove is provided between the side wall and the lower bottom, after the cavity member is applied to the cast-in-place concrete hollow floor, especially the ribbed floor, the cast-in-place concrete rib between the cavity members forms an inverted structure. The cross-sectional shape of the T-shaped rib 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 rib, reduce the amount of steel bars and concrete, and reduce the cost of the floor; at the same time, due to The surrounding side walls or upper plates of the cavity components are provided with convex modules, which can further evacuate the reinforced concrete in the floor, reduce the weight of the floor, and reduce the cost of the floor, so the seismic performance of the floor is further improved, and the mechanical properties Further improvement; In addition, the cavity member also has the characteristics of simple structure, high strength, excellent deformation resistance, anti-vibration performance, easy manufacture, low cost, convenient construction, fast construction speed, etc., thereby achieving the purpose of the present invention, suitable for current It is suitable for hollow floors, roofs, walls, foundation slabs and hollow bridges of poured reinforced concrete or prestressed reinforced concrete, especially for hollow beamless floors.

本发明的特征还在于所述的四周所有侧壁上均有至少一个凸形模块。这样,当空腔构件应用于现浇砼楼盖中时,其凸形模块将空腔构件之间的现浇砼肋上的砼抽空,进一步减少了砼的用量,减轻了楼盖的重量,提高了楼盖的抗震性能,改善了楼盖的综合力学性能。The invention is also characterized in that there is at least one male module on all the side walls around said perimeter. In this way, when the cavity component is applied to the cast-in-place concrete floor, its convex module will evacuate the concrete on the cast-in-place concrete rib between the cavity components, further reducing the amount of concrete, reducing the weight of the floor, and improving The seismic performance of the floor is improved, and the comprehensive mechanical properties of the floor are improved.

本发明的特征还在于所述的同一周围侧壁的多个凸形模块之间构成凹槽。这样,当空腔构件应用于现浇砼楼盖中时,其多个凸形模块将空腔构件之间的现浇砼肋上不受力的砼抽空,减少了砼的用量,减轻了楼盖的重量,同时,现浇砼浇入凸形模块之间的凹槽中,在现浇砼肋上形成了各种杆状现浇砼加强构造,大大加强了楼盖的受力结构。The invention is also characterized in that recesses are formed between the plurality of male modules of said same peripheral side wall. In this way, when the cavity component is applied to the cast-in-place concrete floor, its plurality of convex modules will evacuate the unstressed concrete on the cast-in-place concrete rib between the cavity components, reducing the amount of concrete and lightening the floor. At the same time, cast-in-place concrete is poured into the grooves between the convex modules, and various rod-shaped cast-in-place concrete reinforcement structures are formed on the cast-in-place concrete ribs, which greatly strengthens the stress structure of the floor.

本发明的特征还在于所述的凸形模块与空腔构件为一体成型的整体。这样,整体成型的的空腔构件具有工艺简单,制作方便的优点,同时,空腔构件整体性好,在码放、运输、安装、施工过程中不易损坏,大幅度降低了构件的破损率。The present invention is also characterized in that the male module and the cavity member are integrally formed as a whole. In this way, the integrally formed cavity component has the advantages of simple process and convenient manufacture. At the same time, the cavity component has good integrity and is not easily damaged during stacking, transportation, installation, and construction, which greatly reduces the damage rate of the component.

本发明的特征还在于所述的凸形模块与空腔构件为分体成型固定或活动连接成整体的构件。这样,可根据设计要求与施工需要,在空腔构件应用于现浇砼楼盖中时,可随时方便地拆卸和安装凸形模块,大大加快了施工速度,提高了施工效率。The present invention is also characterized in that the male module and the cavity member are integrally molded and fixed or movably connected. In this way, according to design requirements and construction needs, when the cavity member is applied to the cast-in-place concrete floor, the convex module can be easily disassembled and installed at any time, which greatly speeds up the construction speed and improves the construction efficiency.

本发明的特征还在于所述的上板、周围侧壁、下底、凸形模块的至少一个中含有增强物,或者有增强物露出。增强物为钢筋、钢丝、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、周围侧壁或者下底中含有上述增强物,大大提高了上板、周围侧壁和下底的强度和刚度,使空腔构件在堆放、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。若空腔构件上还有增强物露出空腔构件外部,在空腔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 said upper plate, surrounding side walls, lower bottom, and male modules contains reinforcements, or has reinforcements exposed. The reinforcement is at least one of steel bar, steel wire, steel mesh, steel wire mesh, fiber, fiber tow, fiber grid 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, surrounding side walls or lower bottom, which greatly improves the strength and rigidity of the upper plate, surrounding side walls and lower bottom, and makes the cavity components not easily damaged during stacking, transportation, installation and construction. , even if there is a small area of damage, because of the connection of the reinforcement, it does not need to be repaired and can continue to be put into use. If there are reinforcements on the cavity component exposed outside the cavity component, when the cavity component is applied to the cast-in-place concrete hollow floor, the exposed reinforcement can be combined with the cast-in-place concrete, which can greatly improve the connection between the cast-in-place concrete and the cavity. The gripping force between the cavity components optimizes 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 components are transported.

本发明的特征还在于所述的侧壁与下底之间设置的凹槽的槽壁有增强物伸入并锚固在下底内。这样,槽壁内有增强物伸入并锚固在下底内,因而,大大提高了凹槽的槽壁和下底的连接强度,可有效保证空腔构件在运输、安装、施工过程中,过渡凹槽的槽壁和下底之间不开裂、不松动、不脱落,大幅度降低了空腔构件的破损率。The present invention is also characterized in that the groove wall of the groove provided between the side wall and the lower bottom has reinforcements extending into and anchored in the lower bottom. In this way, there are reinforcements in the groove wall extending into and anchored in the lower bottom, thus greatly improving the connection strength between the groove wall and the lower bottom, which can effectively ensure that the cavity member is transported, installed, and constructed. There is no cracking, no loosening, and no falling off between the groove wall and the lower bottom of the groove, which greatly reduces the damage rate of the cavity component.

本发明的特征还在于所述的侧壁与下底之间沿侧壁的四周均设置为凹槽。这样,当空腔构件应用于现浇砼楼盖中时,现浇砼浇入侧壁四周设置的凹槽中,空腔构件之间的现浇砼肋均形成了倒T形肋,大大提高了楼盖的力学性能,同时,空腔构件牢牢裹含于现浇砼中,大大减少了现浇砼和预制空腔构件之间裂缝的产生,改善了楼盖的综合性能。The present invention is also characterized in that grooves are arranged around the side wall between the side wall and the bottom. In this way, when the cavity components are applied to the cast-in-place concrete floor, the cast-in-place concrete is poured into the grooves arranged around the side walls, and the cast-in-place concrete ribs between the cavity components form inverted T-shaped ribs, which greatly improves the At the same time, the cavity components are firmly contained in the cast-in-place concrete, which greatly reduces the generation of cracks between the cast-in-place concrete and the prefabricated cavity components, and improves the comprehensive performance of the floor.

本发明的特征还在于所述的凹槽彼此正交呈方形凹槽。这样,凹槽彼此正交呈方形设置,当空腔构件应用于现浇砼楼盖中后,现浇砼浇入方环形凹槽中,空腔构件之间的现浇砼肋形成了倒T形肋结构,大幅度提高了楼盖的力学性能,使楼盖承受荷载时,能将应力均匀稳定地传递到梁柱结构上。The present invention is also characterized in that the grooves are orthogonal to each other and form square grooves. In this way, the grooves are orthogonal to each other and are arranged in a square shape. When the cavity components are applied to the cast-in-place concrete floor, the cast-in-place concrete is poured into the square annular grooves, and the cast-in-place concrete ribs between the cavity components form an inverted T shape. The rib structure greatly improves the mechanical properties of the floor, so that when the floor is under load, the stress can be evenly and stably transmitted to the beam-column structure.

本发明的特征还在于所述的多面体空腔构件的水平剖面形状为长方形、正方形、多边形、弧角多边形、倒角多边形或圆形。这样,多面体空腔构件形状的多样化,使空腔构件应用于现浇砼楼盖中后,相应形成了各种不同形状的现浇砼结构,从而使得现浇砼空心楼盖的结构更为合理,方便了设计与施工单位选用。The present invention is also characterized in that the horizontal cross-sectional shape of the polyhedral cavity member is a rectangle, a square, a polygon, an arc-angled polygon, a chamfered polygon or a circle. In this way, the diversification of the shape of the polyhedral cavity component makes the cavity component applied to the cast-in-place concrete floor, and correspondingly forms various cast-in-place concrete structures of different shapes, so that the structure of the cast-in-place concrete hollow floor is more stable. Reasonable and convenient for design and construction units to choose.

本发明的特征还在于所述的凹槽的截面形状为开口方形、开口长方形、开口梯形、U形、V型、阶梯形或半圆形。这样,当空腔构件应用于现浇砼楼盖中后,现浇砼浇入各种形状的凹槽中后,相应形成了与其截面形状相同的现浇砼结构,可充分满足各种不同设计及应用需要,大大扩展了空腔构件的应用范围,便于各种场合的推广应用。The present invention is also characterized in that the cross-sectional shape of the groove is square, rectangular, trapezoidal, U-shaped, V-shaped, stepped or semicircular. In this way, when the cavity component is applied to the cast-in-place concrete floor, after the cast-in-place concrete is poured into grooves of various shapes, a cast-in-place concrete structure with the same cross-sectional shape is formed correspondingly, which can fully meet various designs and requirements. The application needs greatly expand the application range of the cavity component, which is convenient for popularization and application in various occasions.

本发明的特征还在于所述的凹槽一端在下底上,另一端向上渐升或凹槽宽度增大。这样,当空腔构件应用于现浇砼楼盖中后,现浇砼浇入凹槽中,相应形成了逐渐上升增高或者逐渐增宽的现浇砼结构,可满足对楼盖中不同受力部位作局部加强,特别适用于对暗梁或者明梁或者结构柱的附近进行加强,使得楼盖结构更加完善合理。同时,也适用于在现浇砼肋中设置预应力筋时,作端部的空腔构件使用。The present invention is also characterized in that one end of the groove is on the lower bottom, and the other end gradually rises upward or the width of the groove increases. In this way, when the cavity components are applied to the cast-in-place concrete floor, the cast-in-place concrete is poured into the groove, and a cast-in-place concrete structure that gradually rises and increases or gradually widens is formed correspondingly, which can meet the needs of different stress-bearing parts in the floor. It is especially suitable for strengthening the vicinity of hidden beams or exposed beams or structural columns, making the floor structure more perfect and reasonable. At the same time, it is also suitable for use as an end cavity component when prestressed tendons are set in cast-in-place concrete ribs.

本发明的特征还在于所述的凹槽为变宽度凹槽或变深度凹槽。这样,当空腔构件应用于现浇砼楼盖中后,现浇砼浇入变宽度或者变深度的凹槽中后,形成了与凹槽形状一致的渐变宽度或变高度的现浇砼加强肋,可十分方便简洁地满足楼盖中各种不同受力部位的结构转换与传力的要求。The present invention is also characterized in that the grooves are variable width grooves or variable depth grooves. In this way, when the cavity component is applied to the cast-in-place concrete floor, after the cast-in-place concrete is poured into the groove with variable width or depth, the cast-in-place concrete reinforcing rib with a gradually changing width or variable height consistent with the shape of the groove is formed. , which can meet the structural conversion and force transmission requirements of various stress-bearing parts in the floor very conveniently and concisely.

本发明的特征还在于所述的下底伸出空腔构件的周围侧壁之外。这样,当空腔构件应用于现浇砼楼盖中时,下底伸出空腔构件的部分可代替工程模板使用,减少了模板的损耗,降低了楼盖的制作成本,同时,因省略了工程模板的安装工序,大幅度提高了施工速度,降低了施工成本。The invention is also characterized in that said lower base projects beyond the surrounding side walls of the cavity member. In this way, when the cavity component is applied to the cast-in-place concrete floor, the part protruding from the cavity component at the bottom can be used instead of the engineering formwork, which reduces the loss of the formwork and the production cost of the floor. The installation process of the formwork greatly improves the construction speed and reduces the construction cost.

本发明的特征还在于所述的空腔构件的其它部位上设置有凹槽、阴角、倒角、凹坑、孔洞、凸形模块、凸条、阳角中的至少一个。这样,当空腔构件应用于现浇砼楼盖中后,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;空腔构件上设置的凸台模块、凸条、阳角可将楼盖中不受力的砼抽空,进一步减轻楼盖自身的重量,节约砼的用量,降低楼盖的成本。The present invention is also characterized in that at least one of grooves, inner corners, chamfers, pits, holes, convex modules, convex lines, and outer corners is provided on other parts of the cavity member. In this way, when the cavity component is applied to the cast-in-place concrete floor, the cast-in-place concrete is poured into the groove, inner corner, chamfer, pit, and hole, and a local cast-in-place concrete reinforcement structure can be formed accordingly; The set boss modules, protruding strips and external corners can evacuate the unstressed concrete in the floor, further reduce the weight of the floor itself, save the amount of concrete, and reduce the cost of the floor.

本发明的特征还在于所述的凹槽、阴角、倒角、凸条自身或相互呈平行、正交、斜交或立交设置。这样,当空腔构件应用于现浇砼楼盖中后,空腔构件上的凹槽、阴角、倒角、凸条自身或相互呈平行、正交、斜交或立交设置,浇筑砼后,相应形成了平行、正交、斜交或立交的现浇砼加强构造,大大改善了现浇砼楼盖的力学性能。The present invention is also characterized in that the grooves, internal corners, chamfers, and convex lines are arranged parallel, orthogonal, oblique or vertical to each other. In this way, when the cavity component is applied to the cast-in-place concrete floor, the grooves, inner corners, chamfers, and convex lines on the cavity component are arranged in parallel, orthogonal, oblique or overpass, and after pouring concrete, Correspondingly, parallel, orthogonal, oblique or overpass cast-in-place concrete reinforcement structures are formed, which greatly improves the mechanical properties of the cast-in-place concrete floor.

本发明的特征还在于所述的空腔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构件外,或者加劲肋、加劲杆上还有增强物露出。这样,当空腔构件应用于现浇砼楼盖中后,空腔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 member, or at least one of the stiffening ribs and stiffening rods is exposed outside the cavity member, or There are also reinforcements exposed on the stiffeners and stiffeners. In this way, when the cavity components are applied to the cast-in-place concrete floor, the stiffeners, stiffeners, stiffeners or exposed stiffeners and stiffeners set in the cavity components can form a combination of cast-in-place and prefabrication with cast-in-place concrete. The composite structure optimizes the internal stress system of the cast-in-place concrete floor. If there are reinforcements exposed thereon, the cavity component 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构件的封闭空腔内设置有轻质材料。这样,大大提高了空腔构件的抗冲击性能,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,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 member. In this way, the impact resistance of the cavity component 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 components have better sound insulation, heat insulation, and heat preservation properties; lightweight materials can be foamed plastics, expanded perlite, expanded vermiculite, foamed or aerated lightweight concrete, rock wool, mineral wool, Glass wool, ceramsite or ceramsite concrete, etc., the variety of lightweight materials makes it easy to obtain nearby materials during production and reduce 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构件内部的情况,同时也可随时在空腔构件的内部部分或全部填充轻质材料,或者在空腔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 member at any time, and at the same time, it is also possible to fill part or all of the light material inside the cavity member at any time, or install other components inside the cavity member, such as junction boxes, water and electricity pipelines, fire sprinklers, etc. Nozzle etc.

本发明的特征还在于所述的空腔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,当空腔构件应用于现浇砼楼盖中后,可对空腔构件进行准确定位,防止空腔构件在浇筑砼时上浮、移位等现象产生,可有效保证楼盖的浇筑质量。The present invention is also characterized in that the cavity member is provided with a positioning 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 component is applied to the cast-in-place concrete floor, the cavity component can be accurately positioned to prevent the cavity component from floating and shifting during pouring of concrete, and the pouring quality of the floor can be effectively guaranteed.

本发明的特征还在于所述的空腔构件上设置有空腔构件之间彼此连接定位的连接件。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,当空腔构件应用于现浇砼楼盖中后,空腔构件上设置的连接件能够有效、可靠地控制空腔构件之间的距离,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 components are provided with connectors that are connected and positioned between the cavity components. 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 components are applied to the cast-in-place concrete floor, the connectors provided on the cavity components can effectively and reliably control the distance between the cavity components, control the width and height of the cast-in-place concrete ribs, and ensure that the floor The pouring quality of the internal structure; at the same time, it is also conducive to the connection and positioning of the cavity components and speeds up the construction.

本发明的特征还在于所述的上板与周围侧壁所构成的盆状构件在下底上间隔设置有多个,盆状构件彼此之间构成内肋模腔。这样,当空腔构件应用于现浇砼楼盖中后,现浇砼进入盆状构件之间的内肋模腔中,形成了现浇砼内肋,提高了楼盖的力学性能;同时,下底上设置有多个盆状构件,成为盆状模壳组件,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 a plurality of basin-shaped components constituted by the upper plate and surrounding side walls are arranged at intervals on the lower bottom, and the basin-shaped components form an inner rib mold cavity between each other. In this way, when the cavity component is applied to the cast-in-place concrete floor, the cast-in-place concrete enters the inner rib cavity between the basin-shaped members, forming the cast-in-place concrete inner rib, which improves the mechanical properties of the floor; at the same time, the lower A plurality of basin-shaped components are arranged on the bottom to form a basin-shaped formwork assembly, thereby 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间隔撑拉件。间隔撑拉件可为杆件、索、板片、筋、丝、薄条带、墩、块等,它们可以是活动的或可拆卸的间隔撑拉件,也可以是固定的间隔撑拉件。这样,当空腔构件应用于现浇砼楼盖中后,安装施工速度快,工作效率高,可大大提高楼盖的施工速度,同时,空腔构件的破损率低。The present invention is also characterized in that spacer braces are arranged in the cavity of the inner rib. Spacer braces can be rods, cables, plates, tendons, wires, thin strips, piers, blocks, etc., and they can be movable or detachable spacer braces, or fixed spacer braces . In this way, when the cavity component is applied to the cast-in-place concrete floor, the installation and construction speed is fast, the work efficiency is high, and the construction speed of the floor can be greatly improved, and at the same time, the damage rate of the cavity component is low.

本发明的特征还在于所述的多个空腔构件之间由间隔撑拉件连接构成成组组件。这样,内肋模腔内设置有间隔撑拉件,间隔撑拉件起到了加固的作用,在搬运、堆放、运输、安装、施工过程中,空腔构件不易开裂、折断或破坏;同时,空腔构件为成组组件,方便了楼盖的施工,有利于加快楼盖的施工速度,提高施工效率。The present invention is also characterized in that the plurality of cavity components are connected by spacer braces to form a group assembly. In this way, spacer braces are arranged in the mold cavity of the inner rib, and the spacer braces play a role of reinforcement. During the process of handling, stacking, transportation, installation, and construction, the cavity components are not easy to crack, break or damage; The cavity member is a group assembly, which facilitates the construction of the floor, is beneficial to speeding up the construction speed of the floor, and improves the construction efficiency.

本发明的特征还在于所述的下底中含有预应力筋或预应力薄条带。这样,设置有预应力筋或预应力薄条带的底板的强度,得到了大幅度提高,使其在应用的各个过程中不易破裂,大大减少了空腔构件的破损率,降低了空腔构件的成本。The present invention is also characterized in that said lower bottom contains prestressed ribs or prestressed thin strips. In this way, the strength of the bottom plate provided with prestressed ribs or prestressed thin strips has been greatly improved, making it difficult to break in various processes of application, greatly reducing the damage rate of cavity components and reducing the damage of cavity components. the cost of.

(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为凹槽,5为凸形模块,以下各附图中,编号相同的,其说明相同。如图1所示,上板1、周围侧壁2和下底3围合构成多面体空腔构件,周围侧壁2与下底3之间设置有凹槽4,同时,在周围侧壁2和上板1上设置有凸形模块5。Fig. 1 is a schematic structural diagram of Embodiment 1 of the present invention. In the accompanying drawings, 1 is the upper plate, 2 is the surrounding side wall, 3 is the lower bottom, 4 is the groove, and 5 is the convex module. In the following drawings, those with the same number have the same description. As shown in Figure 1, the upper plate 1, the surrounding side walls 2 and the lower bottom 3 enclose a polyhedral cavity member, and a groove 4 is arranged between the surrounding side walls 2 and the lower bottom 3, and at the same time, between the surrounding side walls 2 and the lower bottom 3 A convex module 5 is arranged on the upper plate 1 .

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构件,周围侧壁2与下底3之间设置有凹槽4,其空腔构件四周所有侧壁2上均设置有一个凸形模块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 member, and a groove 4 is arranged between the surrounding side walls 2 and the lower bottom 3. A male module 5 is provided on all the side walls 2 around the cavity member.

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构件,周围侧壁2与下底3之间设置有凹槽4,其同一周围侧壁2上设置有多个凸形模块5,凸形模块5间隔设置构成凹槽4。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 member, and a groove 4 is arranged between the surrounding side walls 2 and the lower bottom 3, which are the same A plurality of convex modules 5 are arranged on the surrounding side wall 2 , and the convex modules 5 are arranged at intervals to form grooves 4 .

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构件,周围侧壁2与下底3之间设置有凹槽4,在周围侧壁2和上板1上设置有凸形模块5,其凸形模块5与空腔构件为一体成型的整体构件。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 member, and a groove 4 is arranged between the surrounding side walls 2 and the lower bottom 3. A convex module 5 is arranged on the side wall 2 and the upper plate 1, and the convex module 5 and the cavity component are integrally formed integral components.

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构件,周围侧壁2与下底3之间设置有凹槽4,在周围侧壁2和上板1上设置有凸形模块5,其上板1上设置的凸形模块5为分体成型与空腔构件为活动连接成整体的构件。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 member, and a groove 4 is arranged between the surrounding side walls 2 and the lower bottom 3. The side wall 2 and the upper plate 1 are provided with a convex module 5, and the convex module 5 provided on the upper plate 1 is a component formed separately and connected with a cavity component for a movement.

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构件,周围侧壁2与下底3之间设置有凹槽4,在周围侧壁2上设置有凸形模块5,其上板1、周围侧壁2和凸形模块5内均设置有增强物6,图示增强物6为纤维网格布。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 member, and a groove 4 is arranged between the surrounding side walls 2 and the lower bottom 3. A convex module 5 is arranged on the side wall 2, and reinforcements 6 are arranged in the upper plate 1, the surrounding side walls 2 and the convex module 5, and the reinforcement 6 shown in the figure is a fiber mesh cloth.

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构件,周围侧壁2与下底3之间设置有凹槽4,在上板1上设置有凸形模块5,其上板1和周围侧壁2内设置有增强物6,同时,其凹槽4的槽壁1内有增强物6伸入并锚固在下底3内,图示增强物6分别为纤维网布和薄条带。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 member, and a groove 4 is arranged between the surrounding side walls 2 and the lower bottom 3. The board 1 is provided with a convex module 5, the upper board 1 and the surrounding side walls 2 are provided with reinforcements 6, and at the same time, the reinforcements 6 are inserted into the groove wall 1 of the groove 4 and anchored in the lower bottom 3, The illustrated reinforcements 6 are fiber mesh and thin strips, respectively.

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构件,周围侧壁2与下底3之间设置有凹槽4,其侧壁2与下底3之间沿侧壁2之间的四周均设置为凹槽4。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 member, and a groove 4 is arranged between the surrounding side walls 2 and the lower bottom 3, and its side Between the wall 2 and the lower bottom 3 , grooves 4 are provided along the surrounding sides between the side walls 2 .

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构件,周围侧壁2与下底3之间设置有凹槽4,其多面体空腔构件的水平剖面形状为弧角四边形。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 member, and a groove 4 is arranged between the surrounding side walls 2 and the lower bottom 3. The polyhedral The horizontal section shape of the cavity member is a quadrilateral with arc corners.

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构件,周围侧壁2与下底3之间设置有凹槽4,其凹槽4的截面形状为开口梯形。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 member, and a groove 4 is arranged between the surrounding side walls 2 and the lower bottom 3. The cross-sectional shape of the groove 4 is an open trapezoid.

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构件,周围侧壁2与下底3之间设置有凹槽4,其凹槽4的一端在下底3上,另一端向上渐升。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 member, and a groove 4 is arranged between the surrounding side walls 2 and the lower bottom 3. One end of the groove 4 is on the bottom 3, and the other end gradually rises upwards.

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构件,周围侧壁2与下底3之间设置有凹槽4,其凹槽4为变宽度和变深度凹槽。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 member, and a groove 4 is arranged between the surrounding side walls 2 and the lower bottom 3, and the concave Groove 4 is a variable width and variable depth groove.

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构件,周围侧壁2与下底3之间设置有凹槽4,其下底3伸出空腔构件的周围侧壁2之外。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 member, and a groove 4 is arranged between the surrounding side walls 2 and the lower bottom 3. The bottom 3 protrudes beyond the surrounding side walls 2 of the cavity 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构件,周围侧壁2与下底3之间设置有凹槽4,其空腔构件的其它部位上还设置有阴角7、凹坑9和阳角12。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 member, and a groove 4 is arranged between the surrounding side walls 2 and the lower bottom 3. Other parts of the cavity member are also provided with internal corners 7 , pits 9 and male corners 12 .

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构件,周围侧壁2与下底3之间设置有凹槽4,其空腔构件的其它部位上还设置有阴角7、倒角8、孔洞10和凸条11。Fig. 15 is a structural schematic diagram 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 member, and a groove 4 is arranged between the surrounding side walls 2 and the lower bottom 3. Internal corners 7 , chamfers 8 , holes 10 and convex strips 11 are also provided on other parts of the cavity member.

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构件,周围侧壁2与下底3之间设置有凹槽4,其空腔构件的封闭空腔内还同时设置有加劲肋13、加劲杆14和加强筋15,加劲肋13和加劲杆14有部分露出空腔构件外。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 member, and a groove 4 is arranged between the surrounding side walls 2 and the lower bottom 3. Stiffening ribs 13, stiffening rods 14 and reinforcing ribs 15 are also provided in the closed cavity of the cavity member, and some of the stiffening ribs 13 and stiffening rods 14 are exposed outside the cavity member.

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构件,周围侧壁2与下底3之间设置有凹槽4,其空腔构件的封闭空腔内全部填充有轻质材料16,图示轻质材料16为膨胀珍珠岩。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 member, and a groove 4 is arranged between the surrounding side walls 2 and the lower bottom 3. The closed cavity of the cavity member is completely filled with lightweight material 16, and the light material 16 shown in the figure is expanded perlite.

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构件,周围侧壁2与下底3之间设置有凹槽4,其上板1为活动可拆卸的活动扣合盖板。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 member, and a groove 4 is arranged between the surrounding side walls 2 and the lower bottom 3, on which Board 1 is a movable and detachable snap-fit cover.

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构件,周围侧壁2与下底3之间设置有凹槽4,其空腔构件上同时设置有多个定位构件17,图示定位构件17为定位拉环。Fig. 19 is a structural schematic diagram 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 member, and a groove 4 is arranged between the surrounding side walls 2 and the lower bottom 3, and the hollow A plurality of positioning members 17 are arranged on the cavity member at the same time, and the positioning members 17 shown in the figure are positioning pull rings.

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构件,周围侧壁2与下底3之间设置有凹槽4,其空腔构件上还设置有多个用于空腔构件彼此连接定位用的连接件18,图示连接件18为杆件。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 member, and a groove 4 is arranged between the surrounding side walls 2 and the lower bottom 3. The cavity component is also provided with a plurality of connecting pieces 18 for connection and positioning of the cavity components. The connecting piece 18 is a rod in the figure.

图21是本发明实施例21的结构示意图,其下底3上同时设置有多个由上板1与周围侧壁2围合构成的盆状构件19,盆状构件19在下底3上相间排列,构成多个内肋模腔20,外露的钢丝增强物6可作搬运的提手用。Fig. 21 is a schematic structural view of Embodiment 21 of the present invention. The lower bottom 3 is provided with a plurality of basin-shaped members 19 enclosed by the upper plate 1 and the surrounding side walls 2. The basin-shaped members 19 are alternately arranged on the lower bottom 3. , forming a plurality of inner rib cavity 20, and the exposed steel wire reinforcement 6 can be used as a handle for transportation.

图22是本发明实施例22的结构示意图,其下底3上同时设置有多个由上板1与周围侧壁2围合构成的盆状构件19,盆状构件19在下底3上相间排列,构成多个内肋模腔20,其内肋模腔20中设置有多个间隔撑拉件21,图示间隔撑拉件21为杆件和索件。Fig. 22 is a schematic structural view of Embodiment 22 of the present invention. The lower bottom 3 is provided with a plurality of basin-shaped members 19 enclosed by the upper plate 1 and the surrounding side walls 2. The basin-shaped members 19 are arranged alternately on the lower bottom 3. , form a plurality of inner rib mold cavities 20, and a plurality of spacer braces 21 are arranged in the inner rib mold cavities 20, and the spacer braces 21 are shown as rods and cables.

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构件,周围侧壁2与下底3之间设置有凹槽4,其多个空腔构件由间隔撑拉件21连接构成成组组件。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 member, and a groove 4 is arranged between the surrounding side walls 2 and the lower bottom 3. The three cavity members are connected by spacer braces 21 to form a group assembly.

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构件,周围侧壁2与下底3之间设置有凹槽4,其下底3中同时设置有预应力筋22和预应力薄条带23。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 member, and a groove 4 is arranged between the surrounding side walls 2 and the lower bottom 3. The bottom 3 is provided with prestressed tendons 22 and prestressed thin strips 23 at the same time.

(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围成多面体空腔构件,其特征在于所述的周围侧壁2与下底3之间设置有至少一条凹槽4,在空腔构件的至少一个周围侧壁2或上板1或两者上有至少一个凸形模块5。图1是本发明实施例1的结构示意图。附图中,1为上板,2为周围侧壁,3为下底,4为凹槽,5为凸形模块,以下各附图中,编号相同的,其说明相同。如图1所示,上板1、周围侧壁2和下底3围合构成多面体空腔构件,周围侧壁2与下底3之间设置有凹槽4,同时,在周围侧壁2和上板1上设置有凸形模块5。As shown in the 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 member, which is characterized in that the surrounding side walls Between 2 and the lower base 3 there is at least one groove 4 and at least one male module 5 on at least one surrounding side wall 2 or upper plate 1 or both of the cavity member. Fig. 1 is a schematic structural diagram of Embodiment 1 of the present invention. In the accompanying drawings, 1 is the upper plate, 2 is the surrounding side wall, 3 is the lower bottom, 4 is the groove, and 5 is the convex module. In the following drawings, those with the same number have the same description. As shown in Figure 1, the upper plate 1, the surrounding side walls 2 and the lower bottom 3 enclose a polyhedral cavity member, and a groove 4 is arranged between the surrounding side walls 2 and the lower bottom 3, and at the same time, between the surrounding side walls 2 and the lower bottom 3 A convex module 5 is arranged on the upper plate 1 .

本发明的特征还在于所述的四周所有侧壁2上均有至少一个凸形模块5。图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构件,周围侧壁2与下底3之间设置有凹槽4,其空腔构件四周所有侧壁2上均设置有一个凸形模块5。The present invention is also characterized in that there is at least one male module 5 on all the side walls 2 around. 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 member, and a groove 4 is arranged between the surrounding side walls 2 and the lower bottom 3. A male module 5 is provided on all the side walls 2 around the cavity member.

本发明的特征还在于所述的同一周围侧壁2的多个凸形模块5之间构成凹槽4。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构件,周围侧壁2与下底3之间设置有凹槽4,其同一周围侧壁2上设置有多个凸形模块5,凸形模块5间隔设置构成凹槽4。The invention is also characterized in that grooves 4 are formed between the plurality of male modules 5 of the same peripheral side wall 2 as described. 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 member, and a groove 4 is arranged between the surrounding side walls 2 and the lower bottom 3, which are the same A plurality of convex modules 5 are arranged on the surrounding side wall 2 , and the convex modules 5 are arranged at intervals to form grooves 4 .

本发明的特征还在于所述的凸形模块5与空腔构件为一体成型的整体。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构件,周围侧壁2与下底3之间设置有凹槽4,在周围侧壁2和上板1上设置有凸形模块5,其凸形模块5与空腔构件为一体成型的整体构件。The present invention is also characterized in that the male module 5 and the cavity member are integrally formed as a whole. 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 member, and a groove 4 is arranged between the surrounding side walls 2 and the lower bottom 3. A convex module 5 is arranged on the side wall 2 and the upper plate 1, and the convex module 5 and the cavity component are integrally formed integral components.

本发明的特征还在于所述的凸形模块5与空腔构件为分体成型固定或活动连接成整体的构件。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构件,周围侧壁2与下底3之间设置有凹槽4,在周围侧壁2和上板1上设置有凸形模块5,其上板1上设置的凸形模块5为分体成型与空腔构件为活动连接成整体的构件。The present invention is also characterized in that the male module 5 and the cavity member are separately molded and fixed or movably connected as a whole. 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 member, and a groove 4 is arranged between the surrounding side walls 2 and the lower bottom 3. The side wall 2 and the upper plate 1 are provided with a convex module 5, and the convex module 5 provided on the upper plate 1 is a component formed separately and connected with a cavity component for a movement.

本发明的特征还在于所述的上板1、周围侧壁2、下底3、凸形模块5的至少一个中含有增强物6,或者有增强物6露出。增强物6为钢筋、钢丝、钢筋网、钢丝网、纤维、纤维丝束、纤维网格布、无纺布、金属薄条带、包装带、编织带中的至少一种。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构件,周围侧壁2与下底3之间设置有凹槽4,在周围侧壁2上设置有凸形模块5,其上板1、周围侧壁2和凸形模块5内均设置有增强物6,图示增强物6为纤维网格布。The present invention is also characterized in that at least one of the upper plate 1 , the surrounding side walls 2 , the lower bottom 3 , and the convex module 5 contains reinforcements 6 or has reinforcements 6 exposed. The reinforcement 6 is at least one of steel bar, steel wire, steel mesh, steel wire mesh, fiber, fiber tow, fiber mesh cloth, non-woven fabric, thin metal strip, packing tape, and braided tape. 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 member, and a groove 4 is arranged between the surrounding side walls 2 and the lower bottom 3. A convex module 5 is arranged on the side wall 2, and reinforcements 6 are arranged in the upper plate 1, the surrounding side walls 2 and the convex module 5, and the reinforcement 6 shown in the figure is a fiber mesh cloth.

本发明的特征还在于所述的侧壁2与下底3之间设置的凹槽4的槽壁有增强物6伸入并锚固在下底3内。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构件,周围侧壁2与下底3之间设置有凹槽4,在上板1上设置有凸形模块5,其上板1和周围侧壁2内设置有增强物6,同时,其凹槽4的槽壁1内有增强物6伸入并锚固在下底3内,图示增强物6分别为纤维网布和薄条带。The present invention is also characterized in that the groove wall of the groove 4 provided between the side wall 2 and the lower bottom 3 has reinforcements 6 protruding into and anchored in the lower bottom 3 . 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 member, and a groove 4 is arranged between the surrounding side walls 2 and the lower bottom 3. The board 1 is provided with a convex module 5, the upper board 1 and the surrounding side walls 2 are provided with reinforcements 6, and at the same time, the reinforcements 6 are inserted into the groove wall 1 of the groove 4 and anchored in the lower bottom 3, The illustrated reinforcements 6 are fiber mesh and thin strips, respectively.

本发明的特征还在于所述的侧壁2与下底3之间沿侧壁2的四周均设置为凹槽4。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构件,周围侧壁2与下底3之间设置有凹槽4,其侧壁2与下底3之间沿侧壁2之间的四周均设置为凹槽4。The present invention is also characterized in that grooves 4 are arranged around the side wall 2 between the side wall 2 and the bottom 3 . 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 member, and a groove 4 is arranged between the surrounding side walls 2 and the lower bottom 3, and its side Between the wall 2 and the lower bottom 3 , grooves 4 are provided along the surrounding sides between the side walls 2 .

本发明的特征还在于所述的凹槽4彼此正交呈方形凹槽。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构件,周围侧壁2与下底3之间设置有凹槽4,其凹槽4彼此正交呈方形凹槽。The present invention is also characterized in that the grooves 4 are orthogonal to each other and form square grooves. As shown in Figure 8, the upper plate 1, the surrounding side walls 2 and the lower bottom 3 enclose a polyhedral cavity member, and a groove 4 is arranged between the surrounding side wall 2 and the lower bottom 3, and the grooves 4 are orthogonal to each other. Square groove.

本发明的特征还在于所述的多面体空腔构件的水平剖面形状为长方形、正方形、多边形、弧角多边形、倒角多边形或圆形。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构件,周围侧壁2与下底3之间设置有凹槽4,其多面体空腔构件的水平剖面形状为弧角四边形。The present invention is also characterized in that the horizontal cross-sectional shape of the polyhedral cavity member is a rectangle, a square, a polygon, an arc-angled polygon, a chamfered polygon or a 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 member, and a groove 4 is arranged between the surrounding side walls 2 and the lower bottom 3. The polyhedral The horizontal section shape of the cavity member is a quadrilateral with arc corners.

本发明的特征还在于所述的凹槽4的截面形状为开口方形、开口长方形、开口梯形、U形、V形、阶梯形或半圆形。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构件,周围侧壁2与下底3之间设置有凹槽4,其凹槽4的截面形状为开口梯形。The present invention is also characterized in that the cross-sectional shape of the groove 4 is square, rectangular, trapezoidal, U-shaped, V-shaped, stepped or semicircular. 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 member, and a groove 4 is arranged between the surrounding side walls 2 and the lower bottom 3. The cross-sectional shape of the groove 4 is an open trapezoid.

本发明的特征还在于所述的凹槽4一端在下底3上,另一端向上渐升或凹槽4宽度增大。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构件,周围侧壁2与下底3之间设置有凹槽4,其凹槽4的一端在下底3上,另一端向上渐升。The present invention is also characterized in that one end of the groove 4 is on the lower bottom 3, and the other end gradually rises upward or the width of the groove 4 increases. 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 member, and a groove 4 is arranged between the surrounding side walls 2 and the lower bottom 3. One end of the groove 4 is on the bottom 3, and the other end gradually rises upwards.

本发明的特征还在于所述的凹槽4为变宽度凹槽或变深度凹槽。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构件,周围侧壁2与下底3之间设置有凹槽4,其凹槽4为变宽度和变深度凹槽。The present invention is also characterized in that the groove 4 is a variable width groove or a variable depth groove. 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 member, and a groove 4 is arranged between the surrounding side walls 2 and the lower bottom 3, and the concave Groove 4 is a variable width and variable depth groove.

本发明的特征还在于所述的下底3伸出空腔构件的周围侧壁2之外。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构件,周围侧壁2与下底3之间设置有凹槽4,其下底3伸出空腔构件的周围侧壁2之外。The invention is also characterized in that said lower base 3 protrudes beyond the surrounding side walls 2 of the cavity 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 member, and a groove 4 is arranged between the surrounding side walls 2 and the lower bottom 3. The bottom 3 protrudes beyond the surrounding side walls 2 of the cavity member.

本发明的特征还在于所述的空腔构件的其它部位上设置有凹槽4、阴角7、倒角8、凹坑9、孔洞10、凸形模块5、凸条11、阳角12中的至少一个。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构件,周围侧壁2与下底3之间设置有凹槽4,其空腔构件的其它部位上还设置有阴角7、凹坑9和阳角12。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构件,周围侧壁2与下底3之间设置有凹槽4,其空腔构件的其它部位上还设置有阴角7、倒角8、孔洞10和凸条11。The present invention is also characterized in that grooves 4, internal corners 7, chamfers 8, pits 9, holes 10, convex modules 5, convex strips 11, and external corners 12 are provided on other parts of the cavity member. at least one of the . 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 member, and a groove 4 is arranged between the surrounding side walls 2 and the lower bottom 3. Other parts of the cavity member are also provided with internal corners 7 , pits 9 and male corners 12 . Fig. 15 is a structural schematic diagram 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 member, and a groove 4 is arranged between the surrounding side walls 2 and the lower bottom 3. Internal corners 7 , chamfers 8 , holes 10 and convex strips 11 are also provided on other parts of the cavity member.

本发明的特征还在于所述的凹槽4、阴角7、倒角8、凸条11自身或相互呈平行、正交、斜交或立交设置。如图15所示,上板1、周围侧壁2和下底3围合构成多面体空腔构件,周围侧壁2与下底3之间设置有凹槽4,其阴角7、倒角8、凸条11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 grooves 4 , internal corners 7 , chamfers 8 , and convex strips 11 are arranged in parallel, orthogonal, oblique or vertical intersections. As shown in Figure 15, the upper plate 1, the surrounding side walls 2 and the lower bottom 3 enclose a polyhedral cavity member, and a groove 4 is arranged between the surrounding side wall 2 and the lower bottom 3, and its inner corner 7 and chamfer 8 1. The convex strips 11 themselves or each other are arranged in parallel, orthogonal, oblique or vertical intersection.

本发明的特征还在于所述的空腔构件的封闭空腔内设置有加劲肋13、加劲杆14、加强筋15中的至少一个,或者有加劲肋13、加劲杆14中的至少一个露出空腔构件外,或者加劲肋13、加劲杆14上还有增强物6露出。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构件,周围侧壁2与下底3之间设置有凹槽4,其空腔构件的封闭空腔内还同时设置有加劲肋13、加劲杆14和加强筋15,加劲肋13和加劲杆14有部分露出空腔构件外。The present invention is also characterized in that at least one of the stiffening rib 13, the stiffening rod 14, and the reinforcing rib 15 is arranged in the closed cavity of the cavity member, or at least one of the stiffening rib 13 and the stiffening rod 14 is exposed in the hollow space. There are reinforcements 6 exposed outside the cavity member, or on the stiffening ribs 13 and the stiffening rods 14 . 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 member, and a groove 4 is arranged between the surrounding side walls 2 and the lower bottom 3. Stiffening ribs 13, stiffening rods 14 and reinforcing ribs 15 are also provided in the closed cavity of the cavity member, and some of the stiffening ribs 13 and stiffening rods 14 are exposed outside the cavity member.

本发明的特征还在于所述的空腔构件的封闭空腔内设置有轻质材料16。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构件,周围侧壁2与下底3之间设置有凹槽4,其空腔构件的封闭空腔内全部填充有轻质材料16,图示轻质材料16为膨胀珍珠岩。The present invention is also characterized in that a lightweight material 16 is arranged in the closed cavity of the cavity member. 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 member, and a groove 4 is arranged between the surrounding side walls 2 and the lower bottom 3. The closed cavity of the cavity member is completely filled with lightweight material 16, and the light material 16 shown 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构件,周围侧壁2与下底3之间设置有凹槽4,其上板1为活动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. 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 member, and a groove 4 is arranged between the surrounding side walls 2 and the lower bottom 3, on which Board 1 is a movable and detachable snap-fit cover.

本发明的特征还在于所述的空腔构件上设置有定位构件17。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构件,周围侧壁2与下底3之间设置有凹槽4,其空腔构件上同时设置有多个定位构件17,图示定位构件17为定位拉环。The present invention is also characterized in that the cavity member is provided with a positioning member 17 . Fig. 19 is a structural schematic diagram 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 member, and a groove 4 is arranged between the surrounding side walls 2 and the lower bottom 3, and the hollow A plurality of positioning members 17 are arranged on the cavity member at the same time, and the positioning members 17 shown in the figure are positioning pull rings.

本发明的特征还在于所述的空腔构件上设置有空腔构件之间彼此连接定位的连接件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构件,周围侧壁2与下底3之间设置有凹槽4,其空腔构件上还设置有多个用于空腔构件彼此连接定位用的连接件18,图示连接件18为杆件。The present invention is also characterized in that the cavity components are provided with connecting pieces 18 that are connected and positioned between the cavity components. 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 member, and a groove 4 is arranged between the surrounding side walls 2 and the lower bottom 3. The cavity component is also provided with a plurality of connecting pieces 18 for connection and positioning of the cavity components. The connecting piece 18 is a rod in the figure.

本发明的特征还在于所述的上板1与周围侧壁2所构成的盆状构件19在下底3上间隔设置有多个,盆状构件19彼此之间构成内肋模腔20。图21是本发明实施例21的结构示意图,其下底3上同时设置有多个由上板1与周围侧壁2围合构成的盆状构件19,盆状构件19在下底3上相间排列,构成多个内肋模腔20,外露的钢丝增强物6可作搬运的提手用。The present invention is also characterized in that a plurality of basin-shaped members 19 constituted by the upper plate 1 and the surrounding side walls 2 are arranged at intervals on the lower bottom 3 , and the inner rib cavity 20 is formed between the basin-shaped members 19 . Fig. 21 is a schematic structural view of Embodiment 21 of the present invention. The lower bottom 3 is provided with a plurality of basin-shaped members 19 enclosed by the upper plate 1 and the surrounding side walls 2. The basin-shaped members 19 are alternately arranged on the lower bottom 3. , forming a plurality of inner rib cavity 20, and the exposed steel wire reinforcement 6 can be used as a handle for transportation.

本发明的特征还在于所述的内肋模腔20内设置有间隔撑拉件21。图22是本发明实施例22的结构示意图,其下底3上同时设置有多个由上板1与周围侧壁2围合构成的盆状构件19,盆状构件19在下底3上相间排列,构成多个内肋模腔20,其内肋模腔20中设置有多个间隔撑拉件21,图示间隔撑拉件21为杆件和索件。The present invention is also characterized in that spacer braces 21 are arranged in the inner rib cavity 20 . Fig. 22 is a schematic structural view of Embodiment 22 of the present invention. The lower bottom 3 is provided with a plurality of basin-shaped members 19 enclosed by the upper plate 1 and the surrounding side walls 2. The basin-shaped members 19 are arranged alternately on the lower bottom 3. , form a plurality of inner rib mold cavities 20, and a plurality of spacer braces 21 are arranged in the inner rib mold cavities 20, and the spacer braces 21 are shown as rods and cables.

本发明的特征还在于所述的多个空腔构件之间由间隔撑拉件21连接构成成组组件。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构件,周围侧壁2与下底3之间设置有凹槽4,其多个空腔构件由间隔撑拉件21连接构成成组组件。The present invention is also characterized in that the plurality of cavity components are connected by spacer braces 21 to form a group assembly. 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 member, and a groove 4 is arranged between the surrounding side walls 2 and the lower bottom 3. The three cavity members are connected by spacer braces 21 to form a group assembly.

本发明的特征还在于所述的下底3中含有预应力筋22或预应力薄条带23。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构件,周围侧壁2与下底3之间设置有凹槽4,其下底3中同时设置有预应力筋22和预应力薄条带23。The present invention is also characterized in that said lower bottom 3 contains prestressed ribs 22 or prestressed thin strips 23 . 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 member, and a groove 4 is arranged between the surrounding side walls 2 and the lower bottom 3. The bottom 3 is provided with prestressed tendons 22 and prestressed thin strips 23 at the same time.

本发明实施时,可采用水泥胶结料和玻璃纤维网格布或钢丝网,在模具内制成一层胶结料一层玻璃纤维网格布再一层胶结料的多层叠合的具有层状结构的周围侧壁2带凸形模块5的至少一个开口边向中央内凹缩的空腔构件,脱模养护至规定龄期,即得到周围侧壁2带凸形模块5的开口边内凹缩的开口空腔构件,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,还可在下底3中放置钢筋或钢丝网等增强物6,在下底3浆料凝结硬化前,将预先制得的开口空腔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,即得到现浇砼成型用空腔构件。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. At least one opening edge of the surrounding side wall 2 with a convex module 5 is concaved inward towards the center, and the cavity member is demoulded and cured to a specified age, that is, the opening edge of the surrounding side wall 2 with a convex module 5 is concaved. Then, make the lower bottom 3 in the lower bottom mold, the slurry of the lower bottom 3 can be cement mortar or cement concrete, and reinforcements 6 such as steel bars or steel wire mesh can also be placed in the lower bottom 3, and the lower bottom 3 3. Before the slurry solidifies and hardens, the opening edge of the prefabricated open cavity component is bonded to the lower bottom 3 to form a whole. After the lower bottom 3 solidifies and hardens, it is demoulded, and after curing to the specified age, the cast-in-place concrete is obtained. Cavity member for molding.

Claims (25)

1, a kind of molding hollow component in use for filling in concrete in site, 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 structural member on every side, it is characterized in that described around sidewall (2) be provided with at least one groove (4) between (3) with going to the bottom, on sidewall (2) or upper plate (1) or both at least one convex module (5) is arranged on every side at least one of Cavity structural member.
2, a kind of molding hollow component in use for filling in concrete in site according to claim 1 is characterized in that at least one convex module (5) all being arranged on all sidewalls (2) around described.
3, a kind of molding hollow component in use for filling in concrete in site according to claim 1 is characterized in that describedly constituting groove (4) between a plurality of convex modules (5) of sidewall (2) around same.
4, a kind of molding hollow component in use for filling in concrete in site according to claim 1 is characterized in that the integral body that described convex module (5) and Cavity structural member are formed in one.
5, a kind of molding hollow component in use for filling in concrete in site according to claim 1 is characterized in that described convex module (5) and Cavity structural member are the body formed fixed or movable whole member that connects into of branch.
6, a kind of molding hollow component in use for filling in concrete in site according to claim 1 is characterized in that described upper plate (1), contains reinforce (6) at least one of sidewall (2), go to the bottom (3), convex module (5) on every side, perhaps has reinforce (6) to expose.
7, a kind of molding hollow component in use for filling in concrete in site according to claim 6 is characterized in that described sidewall (2) and the cell wall of the groove (4) that is provided with of going to the bottom between (3) has reinforce (6) to stretch into and be anchored to go to the bottom in (3).
8, a kind of molding hollow component in use for filling in concrete in site according to claim 7 is characterized in that described sidewall (2) and goes to the bottom all being set to groove (4) between (3) around sidewall (2).
9, a kind of molding hollow component in use for filling in concrete in site according to claim 8 is characterized in that the orthogonal groove that is square of described groove (4).
10,, it is characterized in that the horizontal profile of described polyhedron Cavity structural member is shaped as rectangle, square, polygon, arc angle polygon, chamfering polygon or circle according to the described a kind of molding hollow component in use for filling in concrete in site of arbitrary claim in the claim 1 to 9.
11, according to the described a kind of molding hollow component in use for filling in concrete in site of arbitrary claim in the claim 1 to 9, the cross sectional shape that it is characterized in that described groove (4) is that square opening, opening rectangle, opening are trapezoidal, U-shaped, V-arrangement, stairstepping or semicircle.
12, according to the described a kind of molding hollow component in use for filling in concrete in site of arbitrary claim in the claim 1 to 9, it is characterized in that described groove (4) one ends on go to the bottom (3), the other end upwards edges up or groove (4) width increases.
13,, it is characterized in that described groove (4) is degree of broadening groove or degree of deepening groove according to the described a kind of molding hollow component in use for filling in concrete in site of arbitrary claim in the claim 1 to 9.
14, according to the described a kind of molding hollow component in use for filling in concrete in site of arbitrary claim in the claim 1 to 9, it is characterized in that described going to the bottom (3) stretch out Cavity structural member around outside the sidewall (2).
15, according to the described a kind of molding hollow component in use for filling in concrete in site of arbitrary claim in the claim 1 to 9, other position that it is characterized in that described Cavity structural member is provided with at least one in groove (4), inner corner trim (7), chamfering (8), pit (9), hole (10), convex module (5), raised line (11), the external corner (12).
16, a kind of molding hollow component in use for filling in concrete in site according to claim 15 is characterized in that described groove (4), inner corner trim (7), chamfering (8), raised line (11) self or is parallel, quadrature, oblique or grade separation setting mutually.
17, according to the described a kind of molding hollow component in use for filling in concrete in site of arbitrary claim in the claim 1 to 9, it is characterized in that being provided with in the enclosed cavity of described Cavity structural member at least one in stiffening rib (13), bracing boom (14), the reinforcing rib (15), perhaps have in stiffening rib (13), the bracing boom (14) at least one to expose outside the Cavity structural member, perhaps stiffening rib (13), bracing boom (14) are gone up and are also had reinforce (6) to expose.
18,, it is characterized in that being provided with light material (16) in the enclosed cavity of described Cavity structural member according to the described a kind of molding hollow component in use for filling in concrete in site of arbitrary claim in the claim 1 to 9.
19,, 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 molding hollow component in use for filling in concrete in site of arbitrary claim in the claim 1 to 9.
20,, it is characterized in that described Cavity structural member is provided with align member (17) according to the described a kind of molding hollow component in use for filling in concrete in site of arbitrary claim in the claim 1 to 9.
21,, it is characterized in that described Cavity structural member is provided with the connector (18) of the location that is connected to each other between the Cavity structural member according to the described a kind of molding hollow component in use for filling in concrete in site of arbitrary claim in the claim 1 to 9.
22, according to the described a kind of molding hollow component in use for filling in concrete in site of arbitrary claim in the claim 1 to 9, it is a plurality of to it is characterized in that basin-shaped component (19) that described upper plate (1) and sidewall (2) are on every side constituted is arranged at intervals with on go to the bottom (3), and basin-shaped component (19) constitutes internal-rib die cavity (20) each other.
23, a kind of molding hollow component in use for filling in concrete in site according to claim 22 is characterized in that being provided with in the described internal-rib die cavity (20) a spacer draw piece (21).
24,, it is characterized in that connecting and composing assembly in groups by a spacer draw piece (21) between described a plurality of Cavity structural member according to the described a kind of molding hollow component in use for filling in concrete in site of arbitrary claim in the claim 1 to 9.
25,, it is characterized in that containing in described the going to the bottom (3) the thin band (23) of presstressed reinforcing steel (22) or prestressing force according to the described a kind of molding hollow component in use for filling in concrete in site of arbitrary claim in the claim 1 to 9.
CN 03133296 2003-07-28 2003-07-28 A cavity component for cast-in-place concrete molding Expired - Fee Related CN1250834C (en)

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CNB2006100709935A CN100467800C (en) 2003-07-28 2003-07-28 A cavity component for cast-in-place concrete molding
CN 03133296 CN1250834C (en) 2003-07-28 2003-07-28 A cavity component for cast-in-place concrete molding

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CN 03133296 CN1250834C (en) 2003-07-28 2003-07-28 A cavity component for cast-in-place concrete molding

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CN1250834C (en) 2006-04-12
CN1834380A (en) 2006-09-20

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