CN1576478A - Formwork component for cast-in-place concrete - Google Patents
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(一)技术领域(1) Technical field
本发明涉及一种现浇砼用模壳构件。The invention relates to a formwork component for cast-in-place concrete.
(二)背景技术(2) Background technology
目前,现浇砼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。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。再如贵阳马克俭等人发明并申请的专利号为ZL01206422.X、名称为“空腹夹层板内置模板”实用新型专利。该内置模板为实心的,并且该模板为发泡型聚苯乙烯塑料实心的内置模板,或为氯氧镁材料实心的内置模板,或为珍珠岩材料实心的内置模板;该实心的内置模板的截面形状可为正方形、长方形、圆形、椭圆形、弧形、或以圆弧形和直线组成的实心截面形状。上述所公开的这些模壳构件,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,但是应用于现浇砼楼盖后,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,因此,研制一种新型的现浇砼用模壳构件己为急需。At present, the cast-in-place concrete floor is a widely used floor structure. The lightweight permanent tire mold filled in it has 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 that the application number applied by the applicant on November 23, 2001 is 01140106.0, the publication number is CN1356442, and the name is an application for a patent for invention of "a cavity structure formwork for cast-in-place reinforced concrete floor slabs". 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, zigzag surface. Another example is the utility model patent No. ZL00203695.9 filed by Liang Jun of Shijiazhuang City, Hebei Province on February 23, 2000, and the name is "combined concrete hidden rib floor cover". A formwork member is disclosed, which can be solid or hollow, and its shape can be made into shapes such as rectangles, circles, and polygons according to design requirements. Another example is the patent No. It is a utility model patent of ZL01206422.X named "Empty Sandwich Panel Built-in Template". The built-in template is solid, and the template is a solid built-in template made of expanded polystyrene plastic, or a solid built-in template made of magnesium oxychloride material. template, or a solid built-in template made of perlite; the cross-sectional shape of the solid built-in template can be square, rectangular, circular, elliptical, arc-shaped, or a solid cross-sectional shape composed of circular arcs and straight lines. The above-mentioned These formwork members disclosed are used in densely ribbed floors. They are both formwork members and prefabricated filling members. They have the characteristics of simple structure, high strength, excellent deformation resistance, vibration resistance, easy manufacture, and low cost. However, the application After the cast-in-place concrete floor, the cast-in-place concrete ribs formed between the formwork members are all rectangular cast-in-place concrete ribs, and their mechanical performance is not very reasonable, so it is often necessary to increase the cross-sectional size of the cast-in-place concrete ribs and increase Reinforcing bar and concrete consumption increase the cost of the floor covering, therefore, it is urgent to develop a new type of cast-in-place concrete formwork member.
(三)发明内容(3) Contents of the invention
本发明的目的在于提供一种现浇砼用模壳构件,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、施工方便等特点。The purpose of the present invention is to provide a formwork member for cast-in-place concrete, 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,包括多面体实心轻质材料构件,其特征在于在多面体实心轻质材料构件的至少一个四周侧面与底面之间设置为凹槽。这样,由于在侧面与底面之间设置为凹槽,模壳构件应用于现浇砼楼盖后,特别是密肋楼盖,其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,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楼盖、屋盖、墙体、基础底板以及桥梁使用,尤其适用于无梁楼盖使用。The solution of the present invention is based on the prior art and includes a polyhedral solid lightweight material component, which is characterized in that a groove is provided between at least one peripheral side and the bottom surface of the polyhedral solid lightweight material component. In this way, since the groove is arranged between the side and the bottom surface, after the formwork components are applied to the cast-in-place concrete floor, especially the ribbed floor, the cast-in-place concrete ribs between the formwork components form an inverted T-shaped rib. , 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, reduce the amount of steel bars and concrete, and reduce the cost of the floor. At the same time, the formwork components are also It has the characteristics of simple structure, high strength, excellent deformation resistance and vibration resistance, easy manufacture, low cost, convenient construction, fast construction speed, etc., thereby achieving the purpose of the present invention, and is suitable for cast-in-place reinforced concrete or prestressed reinforced concrete buildings Covers, roofs, walls, foundation slabs and bridges, especially for beamless floors.
本发明的特征还在于至少两个相背的周围侧面与底面之间设置为凹槽。这样,当模壳构件应用于现浇砼楼盖中时,砼浇入上述凹槽中后,形成了倒T形的现浇砼肋,可大幅度提高楼盖的承载能力。The present invention is also characterized in that a groove is provided between at least two opposite peripheral sides and the bottom surface. In this way, when the formwork member is applied to the cast-in-place concrete floor, after the concrete is poured into the above-mentioned groove, an inverted T-shaped cast-in-place concrete rib is formed, which can greatly improve the bearing capacity of the floor.
本发明的特征还在于所述的侧面与底面之间沿侧面的四周均设置为凹槽。这样,当模壳构件应用于现浇砼楼盖中时,现浇砼浇入侧面四周设置的凹槽中,模壳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,模壳构件牢牢裹含于现浇砼中,大大减少了现浇砼和预制模壳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 surface between the side surface and the bottom surface. In this way, when the formwork components are applied to the cast-in-place concrete floor, the cast-in-place concrete is poured into the grooves arranged around the sides, and the cast-in-place concrete ribs between the formwork components form inverted T-shaped ribs, which greatly improves the At the same time, the formwork components are firmly contained in the cast-in-place concrete, which greatly reduces the occurrence of cracks between the cast-in-place concrete and the prefabricated formwork 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,当模壳构件应用于现浇砼楼盖中后,现浇砼浇入方形凹槽中,模壳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 formwork components are applied to the cast-in-place concrete floor, the cast-in-place concrete is poured into the square grooves, and the cast-in-place concrete ribs between the formwork 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实心轻质材料构件为泡沫塑料块、膨胀珍珠岩块、膨胀蛭石块、发泡或加气砼块、陶粒砼块、稻草谷壳胶结材料块、木炭砼块或者水泥胶结的泡沫粒块料。这样,轻质材料构件材质种类的多样性,便于生产时就近取材,有利于降低生产成本,同时,模壳构件还将具有更好的隔音、隔热、保温性能。The present invention is also characterized in that the polyhedral solid lightweight material member is a foam plastic block, an expanded perlite block, an expanded vermiculite block, a foamed or aerated concrete block, a ceramsite concrete block, a rice straw husk cementing material block, Charcoal concrete blocks or cement-bonded foam granule blocks. In this way, the variety of materials of lightweight material components facilitates the selection of nearby materials during production, which is conducive to reducing production costs. At the same time, the formwork components will also have better sound insulation, heat insulation, and thermal insulation properties.
本发明的特征还在于所述的多面体实心轻质材料构件的外表面裹覆有水泥浆或水泥砂浆或水泥纤维浆外膜层。这样,多面体实心轻质材料构件的外表面裹覆有水泥浆或水泥砂浆或水泥纤维浆外膜层后,可有效防止轻质材料因强度低而脱散、离析等现象,模壳构件应用于现浇砼楼盖中时,因其表面有裹覆层,还可起到防水的作用,同时,由于外膜层与现浇砼亲和性好,与现浇砼界面的粘结牢,因而不会出现分层、脱空的现象,有利于提高楼盖的整体浇筑质量。The present invention is also characterized in that the outer surface of the polyhedral solid lightweight material member is coated with cement slurry or cement mortar or cement fiber slurry outer film layer. In this way, after the outer surface of the polyhedral solid lightweight material component is coated with cement slurry or cement mortar or cement fiber slurry outer film layer, it can effectively prevent the light material from falling apart and segregating due to low strength. The formwork component is used in When the cast-in-place concrete floor is in place, because of the coating on the surface, it can also play a waterproof role. There will be no delamination and void phenomenon, which is conducive to improving the overall pouring quality of the floor.
本发明的特征还在于所述的多面体实心轻质材料构件中含有增强物,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,大大提高了模壳构件的强度和刚度,使模壳构件在堆放、运输、安装、施工过程中不易破损,即使有小面积的破损,因有增强物的连接,也不需修补,可继续投入使用。若模壳构件上还有增强物露出模壳构件外部,在模壳构件应用于现浇砼楼盖中时,其外露的增强物和现浇砼相结合,可大大提高现浇砼与模壳构件之间的握裹力,优化整个楼盖的性能。The present invention is also characterized in that the polyhedral solid lightweight material component 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 strength and rigidity of the formwork components are greatly improved, so that the formwork components are not easily damaged during stacking, transportation, installation, and construction. Even if there is a small area of damage, due to the connection of reinforcements, no repairs are required, and the Continue to put into use. If there are reinforcements on the formwork components exposed outside the formwork components, when the formwork components are applied to the cast-in-place concrete floor, the exposed reinforcements are combined with the cast-in-place concrete, which can greatly improve the strength of the cast-in-place concrete and the formwork. The grip between components optimizes the performance of the entire floor.
本发明的特征还在于所述的多面体实心轻质材料构件的水平剖面形状为长方形、正方形、多边形、弧角多边形、倒角多边形、多弧形、波纹形或圆形。这样,多面体模壳构件形状的多样化,使模壳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 solid lightweight material member is a rectangle, a square, a polygon, an arc polygon, a chamfer polygon, an arc, a corrugation or a circle. In this way, the diversification of the shape of the polyhedral formwork member makes the formwork member applied to the cast-in-place concrete floor, and correspondingly forms various cast-in-place concrete structures of different shapes, thus making the structure of the cast-in-place concrete floor more reasonable. , It is 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,当模壳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,大大扩展了模壳构件的应用范围,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 formwork components are 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 design needs. And application needs, greatly expanding the application range of formwork components, easy to popularize and apply in various occasions.
本发明的特征还在于所述的凹槽一端在底面上,另一端向上渐升或凹槽宽度增大。这样,当模壳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,可满足对楼板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,作端部的模壳构件使用。The present invention is also characterized in that one end of the groove is on the bottom surface, and the other end gradually rises upward or the width of the groove increases. In this way, when the formwork 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 formwork member 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,当模壳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 formwork components are applied to the cast-in-place concrete floor, after the cast-in-place concrete is poured into the groove with variable width or depth, a cast-in-place concrete reinforcement with a gradually changing width or height consistent with the shape of the groove is formed. Ribs can meet the requirements of structural conversion and force transmission of various stress-bearing parts in the floor very conveniently and concisely.
本发明的特征还在于所述的多面体实心轻质材料构件的其它部位上设置有凹槽、阴角、倒角、凹坑、孔洞、凸台模块、凸条、阳角中的至少一个。这样,当模壳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;多面体实心轻质材料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 other parts of the polyhedral solid lightweight material member are provided with at least one of grooves, inner corners, chamfers, pits, holes, boss modules, convex lines, and outer corners. In this way, when the formwork components are applied to the cast-in-place concrete floor, the cast-in-place concrete is poured into the grooves, inner corners, chamfers, pits, and holes, and a local cast-in-place concrete reinforcement structure can be formed accordingly; the polyhedron solid light weight The boss modules, protruding lines, and external angles provided on the high-quality material components 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,当模壳构件应用于现浇砼楼盖中后,多面体实心轻质材料构件上的凹槽、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 formwork components are applied to the cast-in-place concrete floor, the grooves, internal corners, chamfers, and convex lines on the polyhedral solid lightweight material components themselves or are arranged in parallel, orthogonal, oblique or vertical intersections, After the concrete is poured, a parallel, orthogonal, oblique or overpass cast-in-place concrete reinforced structure is correspondingly formed, which greatly improves the mechanical properties of the cast-in-place concrete floor.
本发明的特征还在于所述的多面体实心轻质材料构件内设置有加劲肋、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,或者加劲肋、加劲杆上还有增强物露出。这样,当模壳构件应用于现浇砼楼盖中后,模壳构件内设置的加劲肋、加劲杆、加强筋或者外露的加劲肋、加劲杆,可以和现浇砼形成现浇与预制相结合的复合结构,优化了现浇砼楼盖内部受力体系。若其上还有增强物露出,则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 stiffeners, stiffeners, and stiffeners is provided in the polyhedral solid lightweight material member, or at least one of stiffeners and stiffeners is exposed, or the stiffeners, stiffeners There are reinforcements exposed. In this way, when the formwork components are applied to the cast-in-place concrete floor, the stiffeners, stiffeners, stiffeners or exposed stiffeners and stiffeners set in the formwork components can form a cast-in-place and prefabricated phase with the cast-in-place concrete. The combined composite structure optimizes the internal stress system of the cast-in-place concrete floor. If there are reinforcements exposed thereon, the 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多面体实心轻质材料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,当模壳构件应用于现浇砼楼盖中后,可对多面体实心轻质材料构件进行准确定位,防止模壳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 polyhedral solid lightweight material 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 formwork components are applied to the cast-in-place concrete floor, the polyhedron solid lightweight material components can be accurately positioned to prevent the formwork components from floating and shifting during pouring of concrete, which can effectively ensure the stability of the floor. Pour quality.
本发明的特征还在于所述的多面体实心轻质材料构件上设置有多面体实心轻质材料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,当模壳构件应用于现浇砼楼盖中后,多面体实心轻质材料构件上设置的连接件能够有效、可靠地控制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,也有利于多面体实心轻质材料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 polyhedral solid lightweight material components are provided with connecting pieces that are connected and positioned between the polyhedral solid lightweight material 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 formwork components are applied to the cast-in-place concrete floor, the connectors provided on the polyhedral solid lightweight material components can effectively and reliably control the distance between the formwork components and the width and height of the cast-in-place concrete ribs , to 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 polyhedral solid lightweight material components to speed up the construction speed.
本发明的特征还在于所述的多个多面体实心轻质材料构件之间由连接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,模壳构件不易开裂、折断或破坏;同时,多面体实心轻质材料构件为成组组件,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 polyhedral solid lightweight material components are connected by connectors 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 formwork components are not easy to crack, break or damage; at the same time, the polyhedron The solid lightweight material components are grouped components, which facilitates the construction of the floor, is conducive to accelerating the construction speed of the floor, and improves the construction efficiency.
本发明的特征还在于所述的两个以上多面体实心轻质材料构件由底板连接,构成有内肋模腔的成组组件,或内肋模腔中有固定或活动的撑拉件。这样,因内肋模腔内设置有撑拉件,大幅度提高了成组组件的整体性,使组件在码放、运输、安装、施工过程中不易折断、开裂,减少了组件的破损率,降低了组件的生产成本。The present invention is also characterized in that the two or more polyhedral solid lightweight material components are connected by a bottom plate to form a group assembly with an inner rib cavity, or there are fixed or movable braces in the inner rib cavity. In this way, because the braces are installed in the mold cavity of the inner rib, the integrity of the grouped components is greatly improved, so that the components are not easy to break and crack during stacking, transportation, installation, and construction, and the damage rate of the components is reduced. production cost of components.
(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为多面体实心轻质材料构件,2为周围侧面,3为底面,4为凹槽,以下各附图中,编号相同的,其说明相同。如图1所示,多面体实心轻质材料构件1的两个四周侧面2与底面3之间设置有凹槽4,图示多面体实心轻质材料构件1为膨胀珍珠岩构件。Fig. 1 is a schematic structural diagram of
图2是本发明实施例2的结构示意图,多面体实心轻质材料构件1的四周侧面2与底面3之间设置有凹槽4,其侧面2与底面3之间沿侧面2的四周均设置为凹槽4。Fig. 2 is the structural representation of
图3是本发明实施例3的结构示意图,多面体实心轻质材料构件1的四周侧面2与底面3之间设置有凹槽4,其凹槽4彼此正交呈方形凹槽。Fig. 3 is a schematic structural view of
图4是本发明实施例4的结构示意图,多面体实心轻质材料构件1的四周侧面2与底面3之间设置为环形凹槽4,其多面体实心轻质材料构件1为陶粒砼块。Fig. 4 is a schematic structural view of
图5是本发明实施例5的结构示意图,多面体实心轻质材料构件1的四周侧面2与底面3之间设置有凹槽4,其多面体实心轻质材料构件1的外表面裹覆有水泥浆外膜层5。Fig. 5 is a structural schematic diagram of Embodiment 5 of the present invention, a
图6是本发明实施例6的结构示意图,多面体实心轻质材料构件1的四周侧面2与底面3之间设置有凹槽4,其多面体实心轻质材料构件1中设置有增强物6,同时有上述增强物6露出,图示增强物6为金属薄条带。Fig. 6 is a schematic structural view of
图7是本发明实施例7的结构示意图,多面体实心轻质材料构件1的四周侧面2与底面3之间设置有凹槽4,其多面体实心轻质材料构件1的水平剖面形状为弧角四边形。Fig. 7 is a schematic structural view of Embodiment 7 of the present invention. A
图8是本发明实施例8的结构示意图,多面体实心轻质材料构件1的四周侧面2与底面3之间设置有凹槽4,其凹槽4的截面形状为V形。Fig. 8 is a schematic structural view of
图9是本发明实施例9的结构示意图,多面体实心轻质材料构件1的四周侧面2与底面3之间设置有凹槽4,其凹槽4一端在底面3上,另一端向上渐升。9 is a schematic structural view of Embodiment 9 of the present invention. A
图10是本发明实施例10的结构示意图,多面体实心轻质材料构件1的四周侧面2与底面3之间设置有凹槽4,其凹槽4为变深度凹槽。Fig. 10 is a schematic structural view of Embodiment 10 of the present invention. A
图11是本发明实施例11的结构示意图,多面体实心轻质材料构件1的四周侧面2与底面3之间设置有凹槽4,其多面体实心轻质材料构件1上还同时设置有凹槽4、倒角8、凹坑9、孔洞10、凸台模块11和阳角13。Fig. 11 is a schematic structural view of Embodiment 11 of the present invention, a
图12是本发明实施例12的结构示意图,多面体实心轻质材料构件1的四周侧面2与底面3之间设置有凹槽4,其多面体实心轻质材料构件1上还同时设置有凹槽4、阴角7、倒角8和凸条12。Fig. 12 is a schematic structural view of
图13是本发明实施例13的结构示意图,多面体实心轻质材料构件1的四周侧面2与底面3之间设置有凹槽4,其多面体实心轻质材料构件1内同时还设置有加劲肋14、加劲杆15和加强筋16,同时,加劲肋14和加劲杆15有部分露于多面体实心轻质材料构件1外,外露的加劲肋14上还向外伸出有增强物6。Fig. 13 is a schematic structural view of Embodiment 13 of the present invention. A
图14是本发明实施例14的结构示意图,多面体实心轻质材料构件1的四周侧面2与底面3之间设置有凹槽4,其多面体实心轻质材料构件1上设置有多个定位构件17,图示定位构件17为支撑定位脚块。Fig. 14 is a schematic structural view of
图15是本发明实施例15的结构示意图,多面体实心轻质材料构件1的四周侧面2与底面3之间设置有凹槽4,其多面体实心轻质材料构件1上设置有多个用于多面体实心轻质材料构件1之间彼此连接定位的连接件18,图示连接件18为杆件和凹洞。Fig. 15 is a schematic structural view of
图16是本发明实施例16的结构示意图,多面体实心轻质材料构件1的四周侧面2与底面3之间设置有凹槽4,其多个多面体实心轻质材料构件1由多个连接件18连接构成成组组件。Fig. 16 is a schematic structural view of
图17是本发明实施例17的结构示意图,多面体实心轻质材料构件1的四周侧面2与底面3之间设置有凹槽4,其多个多面体实心轻质材料构件1设置在底板19上,构成有内肋模腔20的成组组件,同时,内肋模腔20中还设置有多个砂浆块撑拉件21,此外,底板19上还露出有钢丝增强物6,可作搬运时的提手用。Fig. 17 is a schematic structural view of
图18是本发明实施例18的结构示意图,多面体实心轻质材料构件1的四周侧面2与底面3之间设置有凹槽4,其多个多面体实心轻质材料构件1设置在底板19上,构成有内肋模腔20的成组组件,同时,内肋模腔20中还设置有多个固定的撑拉件21。Fig. 18 is a schematic structural view of
(五)具体实施方式(5) Specific implementation methods
下面结合附图和实施例对本发明作进一步的说明。The present invention will be further described below in conjunction with the accompanying drawings and embodiments.
本发明如附图所示,包括多面体实心轻质材料构件1,其特征在于在多面体实心轻质材料构件1的至少一个四周侧面2与底面3之间设置有凹槽4。图1是本发明实施例1的结构示意图。附图中,1为多面体实心轻质材料构件,2为周围侧面,3为底面,4为凹槽,以下各附图中,编号相同的。其说明相同,如图1所示,多面体实心轻质材料构件1的两个四周侧面2与底面3之间设置有凹槽4,图示多面体实心轻质材料构件1为膨胀珍珠岩构件。As shown in the accompanying drawings, the present invention includes a polyhedral solid
本发明的特征还在于至少两个相背的周围侧面2与底面3之间设置有凹槽4。如图1所示,多面体实心轻质材料构件1的两个相背的周围侧面2与底面3之间设置有凹槽4。The invention is also characterized in that a
本发明的特征还在于所述的侧面2与底面3之间沿侧面2的四周均设置为凹槽4。图2是本发明实施例2的结构示意图,多面体实心轻质材料构件1的四周侧面2与底面3之间设置有凹槽4,其侧面2与底面3之间沿侧面2的四周均设置为凹槽4。The present invention is also characterized in that
本发明的特征还在于所述的凹槽4彼此正交呈方形凹槽。图3是本发明实施例3的结构示意图,多面体实心轻质材料构件1的四周侧面2与底面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
本发明的特征还在于所述的多面体实心轻质材料构件1为泡沫塑料块、膨胀珍珠岩块、膨胀蛭石块、发泡或加气砼块、陶粒砼块、稻草谷壳胶结材料块、木炭砼块或者水泥胶结的泡沫粒块料。图4是本发明实施例4的结构示意图,多面体实心轻质材料构件1的四周侧面2与底面3之间设置为环形凹槽4,其多面体实心轻质材料构件1为陶粒砼块。The present invention is also characterized in that said polyhedral solid
本发明的特征还在于所述的多面体实心轻质材料构件1的外表面裹覆有水泥浆或水泥砂浆或水泥纤维浆外膜层5。图5是本发明实施例5的结构示意图,多面体实心轻质材料构件1的四周侧面2与底面3之间设置有凹槽4,其多面体实心轻质材料构件1的外表面裹覆有水泥浆外膜层5。The present invention is also characterized in that the outer surface of the polyhedral solid
本发明的特征还在于所述的多面体实心轻质材料构件1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,多面体实心轻质材料构件1的四周侧面2与底面3之间设置有凹槽4,其多面体实心轻质材料构件1中设置有增强物6,同时有上述增强物6露出,图示增强物6为金属薄条带。The present invention is also characterized in that the polyhedral solid
本发明的特征还在于所述的多面体实心轻质材料构件1的水平剖面形状为长方形、正方形、多边形、弧角多边形、倒角多边形、多弧形、波纹形或圆形。图7是本发明实施例7的结构示意图,多面体实心轻质材料构件1的四周侧面2与底面3之间设置有凹槽4,其多面体实心轻质材料构件1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 solid
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型、阶梯形或半圆形。图8是本发明实施例8的结构示意图,多面体实心轻质材料构件1的四周侧面2与底面3之间设置有凹槽4,其凹槽4的截面形状为V形。The present invention is also characterized in that the cross-sectional shape of the
本发明的特征还在于所述的凹槽4一端在底面3上,另一端向上渐升或凹槽4宽度增大。图9是本发明实施例9的结构示意图,多面体实心轻质材料构件1的四周侧面2与底面3之间设置有凹槽4,其凹槽4一端在底面3上,另一端向上渐升。The present invention is also characterized in that one end of the
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10是本发明实施例10的结构示意图,多面体实心轻质材料构件1的四周侧面2与底面3之间设置有凹槽4,其凹槽4为变深度凹槽。The present invention is also characterized in that the
本发明的特征还在于所述的多面体实心轻质材料构件1的其它部位上设置有凹槽4、阴角7、倒角8、凹坑9、孔洞10、凸台模块11、凸条12、阳角13中的至少一个。图11是本发明实施例11的结构示意图,多面体实心轻质材料构件1的四周侧面2与底面3之间设置有凹槽4,其多面体实心轻质材料构件1上还同时设置有凹槽4、倒角8、凹坑9、孔洞10、凸台模块11和阳角13。图12是本发明实施例12的结构示意图,多面体实心轻质材料构件1的四周侧面2与底面3之间设置有凹槽4,其多面体实心轻质材料构件1上还同时设置有凹槽4、阴角7、倒角8和凸条12。The present invention is also characterized in that other parts of the polyhedral solid
本发明的特征还在于所述的凹槽4、阴角7、倒角8、凸条12自身或相互呈平行、正交、斜交或立交设置。如图12所示,多面体实心轻质材料构件1的四周侧面2与底面3之间设置有凹槽4,多面体实心轻质材料构件1上还同时设置有凹槽4、阴角7、倒角8和凸条12,且凹槽4、阴角7、倒角8、凸条12自身或相互呈平行、正交、斜交或立交设置。The present invention is also characterized in that the
本发明的特征还在于所述的多面体实心轻质材料构件1内设置有加劲肋14、加劲杆15、加强筋16中的至少一个,或者有加劲肋14、加劲杆15中的至少一个露出,或者加劲肋14、加劲杆15上还有增强物6露出。图13是本发明实施例13的结构示意图,多面体实心轻质材料构件1的四周侧面2与底面3之间设置有凹槽4,其多面体实心轻质材料构件1内同时还设置有加劲肋14、加劲杆15和加强筋16,同时,加劲肋14和加劲杆15有部分露于多面体实心轻质材料构件1外,外露的加劲肋14上还向外伸出有增强物6。The present invention is also characterized in that at least one of the stiffening
本发明的特征还在于所述的多面体实心轻质材料构件1上设置有定位构件17。图14是本发明实施例14的结构示意图,多面体实心轻质材料构件1的四周侧面2与底面3之间设置有凹槽4,其多面体实心轻质材料构件1上设置有多个定位构件17,图示定位构件17为支撑定位脚块。The present invention is also characterized in that the polyhedral solid
本发明的特征还在于所述的多面体实心轻质材料构件1上设置有多面体实心轻质材料构件1之间彼此连接定位的连接件18。图15是本发明实施例15的结构示意图,多面体实心轻质材料构件1的四周侧面2与底面3之间设置有凹槽4,其多面体实心轻质材料构件1上设置有多个用于多面体实心轻质材料构件1之间彼此连接定位的连接件18,图示连接件18为杆件和凹洞。The present invention is also characterized in that the polyhedral solid
本发明的特征还在于所述的多个多面体实心轻质材料构件1之间由连接件18连接构成成组组件。图16是本发明实施例16的结构示意图,多面体实心轻质材料构件1的四周侧面2与底面3之间设置有凹槽4,其多个多面体实心轻质材料构件1由多个连接件18连接构成成组组件。The present invention is also characterized in that the plurality of polyhedral solid
本发明的特征还在于所述的两个以上多面体实心轻质材料构件1由底板19连接,构成有内肋模腔20的成组组件,或内肋模腔20中有固定或活动的撑拉件21。图17是本发明实施例17的结构示意图,多面体实心轻质材料构件1的四周侧面2与底面3之间设置有凹槽4,其多个多面体实心轻质材料构件1设置在底板19上,构成有内肋模腔20的成组组件,同时,内肋模腔20中还设置有多个砂浆块撑拉件21,此外,底板19上还露出有钢丝增强物6,可作搬运时的提手用。图18是本发明实施例18的结构示意图,多面体实心轻质材料构件1的四周侧面2与底面3之间设置有凹槽4,其多个多面体实心轻质材料构件1设置在底板19上,构成有内肋模腔20的成组组件,同时,内肋模腔20中还设置有多个固定的撑拉件21。The present invention is also characterized in that the two or more polyhedral solid
本发明实施时,可在模具内用加气砼或陶粒砼成型,待凝结硬化后,拆去模具,即可得到现浇砼用模壳构件;也可用泡沫塑料或膨胀珍珠岩块切割出凹槽4,即得到现浇砼用模壳构件。When the present invention is implemented, it can be molded with aerated concrete or ceramsite concrete in the mould, and after solidification and hardening, the mold can be removed to obtain a formwork member for cast-in-place concrete; it can also be cut out by foam plastic or expanded perlite blocks. The
Claims (18)
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2006100040004A CN100501086C (en) | 2003-07-28 | 2003-07-28 | Shuttering member for cast-in-situ concrete |
| CN 03133285 CN1243177C (en) | 2003-07-28 | 2003-07-28 | Formwork component for cast-in-place concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 03133285 CN1243177C (en) | 2003-07-28 | 2003-07-28 | Formwork component for cast-in-place concrete |
Related Child Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2006100040004A Division CN100501086C (en) | 2003-07-28 | 2003-07-28 | Shuttering member for cast-in-situ concrete |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1576478A true CN1576478A (en) | 2005-02-09 |
| CN1243177C CN1243177C (en) | 2006-02-22 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 03133285 Expired - Fee Related CN1243177C (en) | 2003-07-28 | 2003-07-28 | Formwork component for cast-in-place concrete |
| CNB2006100040004A Expired - Fee Related CN100501086C (en) | 2003-07-28 | 2003-07-28 | Shuttering member for cast-in-situ concrete |
Family Applications After (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2006100040004A Expired - Fee Related CN100501086C (en) | 2003-07-28 | 2003-07-28 | Shuttering member for cast-in-situ concrete |
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| Country | Link |
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| CN (2) | CN1243177C (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106958306A (en) * | 2017-04-20 | 2017-07-18 | 贵州蓝图新材料股份有限公司 | A kind of T fonts ardealite composite exterior wall body |
| CN106978864A (en) * | 2017-04-20 | 2017-07-25 | 贵州蓝图新材料股份有限公司 | Point load-bearing point family ardealite combined wall in one kind |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4468911A (en) * | 1982-02-12 | 1984-09-04 | Andrew Daga | System for forming structural concrete |
| CN2160693Y (en) * | 1993-03-20 | 1994-04-06 | 于少华 | Shuttering member |
| JP3515067B2 (en) * | 1999-11-26 | 2004-04-05 | 積水化成品工業株式会社 | Embedding material for hollow slab, substrate for hollow slab having the embedding material, and structure having hollow slab structure anchoring the embedding material |
| CN2419292Y (en) * | 2000-02-23 | 2001-02-14 | 梁军 | Assembling building floor with low ribs |
| CN2536687Y (en) * | 2001-11-23 | 2003-02-19 | 邱则有 | Hollow constructing component for steel bar reinforced floor |
-
2003
- 2003-07-28 CN CN 03133285 patent/CN1243177C/en not_active Expired - Fee Related
- 2003-07-28 CN CNB2006100040004A patent/CN100501086C/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106958306A (en) * | 2017-04-20 | 2017-07-18 | 贵州蓝图新材料股份有限公司 | A kind of T fonts ardealite composite exterior wall body |
| CN106978864A (en) * | 2017-04-20 | 2017-07-25 | 贵州蓝图新材料股份有限公司 | Point load-bearing point family ardealite combined wall in one kind |
Also Published As
| Publication number | Publication date |
|---|---|
| CN1243177C (en) | 2006-02-22 |
| CN1821517A (en) | 2006-08-23 |
| CN100501086C (en) | 2009-06-17 |
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