CN1320235C - A lightweight tire mold component for cast-in-place concrete - Google Patents
A lightweight tire mold component for cast-in-place concrete Download PDFInfo
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Abstract
Description
(一)技术领域(1) Technical field
本发明涉及一种现浇砼用轻质胎模构件。The invention relates to a lightweight tire mold 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,其内置模板为实心的,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。上述所公开的这些实心的现浇砼用轻质胎模构件,应用于现浇砼楼盖中,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,这种轻质胎模构件内无加强构造,因而轻质胎模构件的整体强度和刚度较差,易出现轻质胎模构件破损的现象,应用于现浇砼楼盖后,也不能较好地参与现浇砼楼盖的受力与传力。因此,研制一种新型的现浇砼用轻质胎模构件已为急需。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. ZL00203695.9 applied by Liang Jun, Shijiazhuang City, Hebei Province on February 23, 2000, is called the utility model patent of "combined concrete concealed rib floor cover", and a formwork member is disclosed 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. ZL01206422.X invented and applied by Guiyang Ma Kejian et al., and the name is the utility model patent of "built-in formwork for fasting sandwich panels". The built-in formwork is solid, and the formwork is solid foamed polystyrene plastic. built-in formwork, or a solid built-in formwork made of magnesium oxychloride material, or a solid built-in formwork made of perlite material; the cross-sectional shape of the solid built-in formwork can be square, rectangular, circular, oval, arc-shaped, or A solid cross-sectional shape consisting of arcs and straight lines. The above-mentioned solid cast-in-place concrete light-weight tire mold members are applied to cast-in-place concrete floors. They are not only formwork members but also prefabricated filling members. They have simple structure, high strength, excellent deformation resistance and vibration resistance. , easy to manufacture, low cost, etc., but there is no reinforcing structure in this lightweight tire mold member, so the overall strength and rigidity of the lightweight tire mold member are poor, and the phenomenon of damage to the lightweight tire mold member is prone to occur. After the cast-in-place concrete floor, it can not participate in the stress and force transmission of the cast-in-place concrete floor. Therefore, develop a kind of novel cast-in-place concrete lightweight tire mold member for being badly in need of.
(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轻质胎模构件,具有强度高、刚度大、不易破损、能参与楼盖的受力与传力等特点。The object of the present invention is to provide a lightweight tire mold member for cast-in-place concrete, which has the characteristics of high strength, high rigidity, not easy to be damaged, and can participate in the force bearing and force transmission of the floor.
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,其特征在于所述的面体实心轻质材料构件为整体的实心块体,多面体实心轻质材料构件为匀质的实心块体,多面体实心轻质材料构件内含有至少一片加劲肋板。这样,由于轻质胎模构件内设置有加劲肋板,因而轻质胎模构件的强度高、刚度大、不易出现轻质胎模构件破损的现象,且能参与楼盖的受力与传力;同时,轻质胎模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, including polyhedral solid lightweight material components, characterized in that the polyhedral solid lightweight material components are integral solid blocks, and the polyhedral solid lightweight material components are homogeneous The solid block, the polyhedron solid lightweight material component contains at least one stiffener plate. In this way, since the stiffening ribs are arranged in the lightweight tire mold member, the lightweight tire mold member has high strength and high rigidity, and is not easy to be damaged by the lightweight tire mold member, and can participate in the force bearing and transmission of the floor ; At the same time, the lightweight tire mold member also has the characteristics of simple structure, high strength, excellent deformation resistance, vibration resistance, easy manufacture, low cost, convenient construction, fast construction speed, etc., thereby achieving the purpose of the present invention and being suitable for current It can be used for pouring reinforced concrete or prestressed reinforced concrete floors, roofs, walls, foundation slabs and bridges, especially for beamless floors.
本发明的特征还在于所述的加劲肋板为复合加劲肋板或空心加劲肋板。这样,采用复合加劲肋板或空心加劲肋板的胎模构件,强度高,而其本身重量并无明显增加,重量轻,同时,结构简单,方便设计、施工与生产单位的选用,有利于降低生产与楼盖施工成本。The present invention is also characterized in that said stiffening ribs are composite stiffening ribs or hollow stiffening ribs. In this way, the tire mold members using composite stiffeners or hollow stiffeners have high strength, but their own weight does not increase significantly, and are light in weight. Production and floor construction costs.
本发明的特征还在于所述的加劲肋板为夹有轻质材料的复合加劲肋板。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。这样,加劲肋板内夹有轻质材料,其重量远远小于同体积普通加劲肋的重量,使胎模构件更轻,同时并不影响强度,此外,胎模构件的保温、隔热、隔音性能更好。The present invention is also characterized in that said stiffening ribs are composite stiffening ribs sandwiched with lightweight materials. The lightweight material can be foam plastic, expanded perlite, expanded vermiculite, foamed or aerated lightweight concrete, rock wool, mineral wool, glass wool, ceramsite or ceramsite concrete, etc. In this way, the stiffeners are sandwiched with lightweight materials, and their weight is far less than that of ordinary stiffeners of the same volume, making the tire mold components lighter without affecting the strength. In addition, the heat preservation, heat insulation and sound insulation of the tire mold components Performance is better.
本发明的特征还在于所述的多片加劲肋板呈平行、正交或斜交设置。这样,在胎模构件应用于现浇砼楼盖中时,胎模构件内的加劲肋板设置的多样化,可满足各种不同设计的需要。The present invention is also characterized in that the plurality of stiffening ribs are arranged in parallel, orthogonally or obliquely. In this way, when the tire mold component is applied to the cast-in-place concrete floor, the stiffeners in the tire mold component can be arranged in a variety of ways to meet the needs of various designs.
本发明的特征还在于所述的加劲肋板露出多面体实心轻质材料构件外。这样,在胎模构件应用于现浇砼楼盖中时,露出的加劲肋和现浇砼相结合,形成了现浇砼和预制构件相结合的受力结构,使得楼盖的整体性能和力学性能更好。The present invention is also characterized in that the stiffening ribs are exposed outside the polyhedral solid lightweight material member. In this way, when the tire formwork components are applied to the cast-in-place concrete floor, the exposed stiffeners are combined with the cast-in-place concrete to form a force-bearing structure combining cast-in-place concrete and prefabricated components, so that the overall performance and mechanical strength of the floor can be improved. Performance is better.
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料。这样,胎模构件具有更好的隔音、隔热、保温性能;其轻质材料种类的多样性,便于生产时就近取材,有利于降低生产成本。The present invention is also characterized in that 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 pellets. In this way, the tire mold member has better sound insulation, heat insulation, and thermal insulation properties; the diversity of its lightweight materials makes it easy to obtain nearby materials during production, which is conducive to reducing production costs.
本发明的特征还在于所述的多面体实心轻质材料构件的外表面局部或全部裹覆有水泥浆或水泥砂浆或水泥纤维浆或水泥纤维网砂浆或水泥钢丝网砂浆或砼外膜层。这样,当胎模构件应用于现浇砼楼盖中后,多面体实心轻质材料构件的外表面裹覆有外膜层,可保证轻质材料不致吸水、离析,降低了胎模构件的破损率,同时,也提高了现浇砼楼盖的浇筑质量。The present invention is also characterized in that the outer surface of the polyhedral solid lightweight material member is partly or completely covered with cement slurry or cement mortar or cement fiber slurry or cement fiber mesh mortar or cement wire mesh mortar or concrete outer film layer. In this way, when the tire mold component is applied to the cast-in-place concrete floor, the outer surface of the polyhedral solid lightweight material component is covered with an outer film layer, which can ensure that the lightweight material will not absorb water and segregate, and reduce the damage rate of the tire mold component , At the same time, it also improves the pouring quality 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或加劲肋板中含有增强物。增强物为钢筋、钢丝、预应力筋、钢筋网、钢丝网、纤维、纤维丝束、纤维网格布、无纺布、金属薄条带、有孔薄条带、包装带、编织带中的至少一种。这样,大大提高了轻质胎模构件的强度和刚度,使胎模构件在堆放、运输、安装、施工过程中不易破损,即使有小面积的破损,因有增强物的牵扯,也不需要修补,可继续投入使用。The invention is also characterized in that said polyhedral solid lightweight material members or stiffeners contain reinforcements. Reinforcement is steel bar, steel wire, prestressed tendon, steel mesh, steel wire mesh, fiber, fiber tow, fiber mesh cloth, non-woven fabric, thin metal strip, thin strip with holes, packing tape, braided tape at least one. In this way, the strength and rigidity of lightweight tire mold components are greatly improved, so that tire mold components are not easily damaged during stacking, transportation, installation, and construction. Even if there is a small area of damage, it does not need to be repaired due to the involvement of reinforcements. , can continue to be put into use.
本发明的特征还在于所述的增强物露出多面体实心轻质材料构件或加劲肋板。若胎模构件上还有增强物露出胎模构件外部,在胎模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胎模构件之间的握裹力,优化整个楼盖的性能;同时,外露增强物也方便胎模构件搬运时,作提手或吊环或吊钩使用。The invention is also characterized in that said reinforcements expose polyhedral solid lightweight material members or stiffeners. If there are reinforcements on the tire mold components exposed outside the tire mold components, when the tire mold 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 tire mold components. The grip between the components optimizes the performance of the entire floor; at the same time, the exposed reinforcements are also convenient for use as handles, rings or hooks when the tire formwork components are transported.
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或垂直剖面形状为长方形、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,胎模构件形状的多样化,使胎模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 section or vertical section shape of the polyhedral solid lightweight material member is rectangle, square, polygon, arc-angle polygon, chamfer polygon, multi-arc, corrugated or circular. In this way, the diversification of the shapes of the tire formwork components makes the cast-in-place concrete structures of various shapes correspondingly formed after the tire formwork components are applied to the cast-in-place concrete floor, so that the structure of the cast-in-place concrete floor is more reasonable, It is convenient for design and construction units to choose.
本发明的特征还在于所述的多面体实心轻质材料构件上还设置有阴角、倒角、凹槽、凹坑、孔洞、凸台模块、凸条或者阳角中的至少一个。这样,当胎模构件应用于现浇砼楼盖中后,现浇砼浇入阴角、倒角、凹槽、凹坑、孔洞中,相应可形成局部的现浇砼加强构造;胎模构件上设置的凸台模块、凸条、阳角可将楼盖中不受力的砼抽空,进一步减轻楼盖自身的重量,节约砼的用量,降低楼盖的成本,同时也改善楼盖的性能。The feature of the present invention is that the polyhedral solid lightweight material member is further provided with at least one of inner corners, chamfers, grooves, pits, holes, boss modules, convex lines or outer corners. In this way, when the tire mold component is applied to the cast-in-place concrete floor, the cast-in-place concrete is poured into the inner corner, chamfer, groove, pit, and hole, and a local cast-in-place concrete reinforcement structure can be formed accordingly; the tire mold component The boss modules, protruding strips and sun angles set on the floor can evacuate the unstressed concrete in the floor, further reduce the weight of the floor itself, save the amount of concrete, reduce the cost of the floor, and improve the performance of the floor at the same time .
本发明的特征还在于所述的阴角、倒角、凹槽、凸条自身或相互呈串接、平行、正交、斜交或立交设置。这样,当胎模构件应用于现浇砼楼盖中时,现浇砼浇入上述的阴角、倒角、凹槽中后,形成了自身或相互平行、正交、斜交或形成网格的现浇砼加强结构,提高了现浇砼楼盖的综合性能。The present invention is also characterized in that the internal corners, chamfers, grooves, and convex strips are arranged in series, parallel, orthogonal, oblique or vertical by themselves or with each other. In this way, when the tire formwork components are applied to the cast-in-place concrete floor, after the cast-in-place concrete is poured into the above-mentioned inner corners, chamfers, and grooves, they form a pattern of self or mutual parallel, orthogonal, oblique or grid formation. The cast-in-place concrete reinforced structure improves the comprehensive performance 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还设置有加劲杆或者加强筋中的至少一个。这样,当胎模构件应用于现浇砼楼盖中后,胎模构件内设置的加劲肋、加劲杆、加强筋或者外露的加劲肋、加劲杆、加强筋可以和现浇砼形成现浇与预制相结合的复合结构,优化了现浇砼楼盖内部受力体系。The present invention is also characterized in that at least one of stiffeners or ribs is arranged in the polyhedral solid lightweight material member. In this way, when the tire mold components are applied to the cast-in-place concrete floor, the stiffeners, stiffeners, and ribs or exposed stiffeners, stiffeners, and ribs arranged in the tire mold components can form a cast-in-place and The composite structure combined with prefabrication optimizes the internal stress system of the cast-in-place concrete floor.
本发明的特征还在于所述的加劲杆或者加强筋露出多面体实心轻质材料构件外。The present invention is also characterized in that the stiffeners or ribs are exposed outside the polyhedral solid lightweight material member.
本发明的特征还在于所述的加劲杆或者加强筋上还有增强物露出。若其上还有增强物露出,则胎模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 reinforcements are exposed on the stiffeners or ribs. If there are reinforcements exposed thereon, the tire mold 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的外表面为波纹形、锯齿形、拉毛形或者糙面外表面。这样,当胎模构件应用于现浇砼楼盖中时,因其表面为波纹形、锯齿形、拉毛形或者糙面外表面,因而预制的胎模构件与现浇砼之间的粘结力更强,从而可大大提高楼盖的整体性能。The present invention is also characterized in that the outer surface of the polyhedral solid lightweight material member is corrugated, zigzag, brushed or rough. In this way, when the tire mold component is applied to the cast-in-place concrete floor, because of its corrugated, zigzag, roughened or rough outer surface, the adhesion between the prefabricated tire mold component and the cast-in-place concrete Stronger, which can greatly improve the overall performance 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上设置有定位构件。定位构件可为拉环、拉钩、铁丝、支撑脚、小凸块、小凸钉或其它装置。这样,当胎模构件应用于现浇砼楼盖中后,可对胎模构件进行准确定位,防止胎模构件在浇筑砼时上浮、移位等现象产生,同时,也可对钢筋进行限位,有效地保证楼盖的浇筑质量。The present invention is also characterized in that 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, a small protrusion, a small convex nail or other devices. In this way, when the tire mold components are applied to the cast-in-place concrete floor, the tire mold components can be accurately positioned to prevent the tire mold components from floating and shifting when pouring concrete, and at the same time, the steel bars can also be limited. , Effectively guarantee the 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上设置有方便搬运用的搬运件。搬运件可为提手、吊钩、吊环或其它装置。这样,可十分方便地将胎模构件码放、转运、吊装和施工,降低了上述工序的工作难度和工作强度,有利于提高施工效率,降低施工成本。The present invention is also characterized in that the polyhedral solid lightweight material member is provided with a carrying piece for easy carrying. The carrier can be handles, hooks, rings or other devices. In this way, the tire mold members can be stacked, transferred, hoisted and constructed very conveniently, which reduces the work difficulty and work intensity of the above-mentioned processes, is conducive to improving the construction efficiency and reducing the construction cost.
本发明的特征还在于所述的多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,当胎模构件应用于现浇砼楼盖中后,胎模构件上设置的连接件能够有效、可靠地控制胎模构件之间的距离,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,也有利于胎模构件彼此之间的连接定位,或者构成成组构件,加快施工速度。The present invention is also characterized in that the polyhedral solid lightweight material components are provided with connectors for connecting 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 tire mold components are applied to the cast-in-place concrete floor, the connectors provided on the tire mold components can effectively and reliably control the distance between the tire mold components, control the width and height of the cast-in-place concrete ribs, and ensure the stability of the building. The pouring quality of the internal structure of the cover; at the same time, it is also conducive to the connection and positioning of the tire formwork components, or the formation of group 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,彼此之间构成内肋模腔。这样,在胎模构件应用于现浇砼楼盖中时,现浇砼进入内肋模腔中,形成了现浇砼内肋,提高了楼盖的力学性能;同时,胎模构件通过连接件联接为一体,构成了成组胎模构件,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 the plurality of polyhedral solid lightweight material components are connected by connectors to form a group assembly, forming an inner rib mold cavity with each other. In this way, when the tire mold component is applied to the cast-in-place concrete floor, the cast-in-place concrete enters the inner rib mold cavity, forming the cast-in-place concrete inner rib, which improves the mechanical properties of the floor; at the same time, the tire mold component passes through the connector The connection is integrated to form a group of tire mold components, thus greatly improving the construction efficiency and construction speed 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设置并连接在底板上。这样,底板内若设置有增强物,则可大大提高底板的强度和刚度,其抗折性能更好。The present invention is also characterized in that said polyhedral solid lightweight material member is arranged and connected to the bottom plate. In this way, if reinforcements are arranged in the bottom plate, the strength and rigidity of the bottom plate can be greatly improved, and its bending resistance is better.
本发明的特征还在于所述的底板内还含有增强物。The present invention is also characterized in that said bottom plate also contains reinforcements.
本发明的特征还在于所述的底板比多面体实心轻质材料构件的底面大而伸出构成挑板。若底板还伸出构成挑板,则胎模构件应用于现浇砼楼盖中时,可代替施工模板,降低施工成本。The present invention is also characterized in that the bottom plate is larger than the bottom surface of the polyhedral solid lightweight material member and protrudes to form a pick-up plate. If the base plate is still protruding to form a pick plate, when the tire mold member is applied to the cast-in-place concrete floor, it can replace the construction formwork and reduce the construction cost.
本发明的特征还在于所述的挑板外露有增强物。The present invention is also characterized in that the pick-up plate is exposed with reinforcements.
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设置在同一底板上构成成组组件,彼此之间构成内肋模腔。这样,在胎模构件应用于现浇砼楼盖中时,底板起到了替代施工模板的作用,降低了材料的损耗,同时,现浇砼进入内肋模腔中,形成现浇砼内肋,大大提高了楼盖的承载能力。The present invention is also characterized in that the plurality of polyhedral solid lightweight material components are arranged on the same bottom plate to form a group assembly, and form inner rib mold cavities between each other. In this way, when the tire mold components are applied to the cast-in-place concrete floor, the bottom plate plays the role of replacing the construction template, reducing the loss of materials. At the same time, the cast-in-place concrete enters the inner rib cavity to form the cast-in-place concrete inner rib, Greatly improved the bearing capacity of the floor.
本发明的特征还在于所述的内肋模腔内设置有固定或活动的撑拉件。这样,在胎模构件应用于现浇砼楼盖中时,施工布设更方便;若撑拉件为活动撑拉件,在胎模构件安装完毕后,可将活动撑拉件拆卸回收二次使用,降低胎模构件的生产成本,同时,拆卸撑拉件后,钢筋可十分方便地布设于内肋模腔中,砼也可顺畅地浇入内肋模腔中,施工更方便,施工效率更高。The present invention is also characterized in that fixed or movable braces are arranged in the mold cavity of the inner rib. In this way, when the tire formwork components are applied to the cast-in-place concrete floor, the construction and layout are more convenient; if the support parts are movable support parts, after the tire formwork components are installed, the movable support parts can be disassembled and recycled for secondary use , reduce the production cost of tire mold components, and at the same time, after dismantling the supporting parts, the steel bars can be conveniently arranged in the inner rib mold cavity, and the concrete can also be poured into the inner rib mold cavity smoothly, which makes the construction more convenient and the construction efficiency is higher .
本发明的特征还在于所述的多面体实心轻质材料构件是由至少两块实心胎膜构件组合构成的整体。这样,在胎模构件应用于现浇砼楼盖中时,根据不同需要,可任意调整实心胎模构件的高度或宽度,使用更加方便。The present invention is also characterized in that the polyhedral solid lightweight material component is an integral body composed of at least two solid tire membrane components. In this way, when the tire mold component is applied to the cast-in-place concrete floor, the height or width of the solid tire mold component can be adjusted arbitrarily according to different needs, and the use is more convenient.
(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为加劲肋板,以下各附图中,编号相同的,其说明相同。如图1所示,其多面体实心轻质材料构件1的内部设置有加劲肋板2。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的内部设置有加劲肋板2,其加劲肋板2为空心加劲肋板。Fig. 2 is a schematic structural view 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的内部设置有加劲肋板2,其加劲肋板2为复合加劲肋板。Fig. 3 is a schematic structural view of Embodiment 3 of the present invention. A polyhedral solid
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的内部设置有加劲肋板2,其加劲肋板2彼此呈平行设置。Fig. 4 is a schematic structural view of Embodiment 4 of the present invention. A polyhedral solid
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的内部设置有加劲肋板2,其加劲肋板2有部分露出多面体实心轻质材料构件1外部。Fig. 5 is a schematic structural view of Embodiment 5 of the present invention. The interior of the polyhedral solid
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的内部设置有加劲肋板2,其多面体实心轻质材料构件1为膨胀珍珠岩块。Fig. 6 is a schematic structural view of Embodiment 6 of the present invention, a polyhedral solid
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的内部设置有加劲肋板2,其多面体实心轻质材料构件1的外表面全部裹覆有水泥纤维浆外膜层3。Fig. 7 is a structural schematic diagram of Embodiment 7 of the present invention, the interior of the polyhedral solid
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的内部设置有加劲肋板2,其多面体实心轻质材料构件1中设置有增强物4,图示增强物4为钢丝网。Fig. 8 is a schematic structural view of Embodiment 8 of the present invention. The inside of the polyhedral solid
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的内部设置有加劲肋板2,其多面体实心轻质材料构件1的水平剖面形状为多边形。Fig. 9 is a schematic structural view of Embodiment 9 of the present invention, a polyhedral solid
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的内部设置有加劲肋板2,加劲肋板2为多孔加劲肋板,其多面体实心轻质材料构件1上还同时设置有倒角6、凹槽7、凹坑8、孔洞9、凸台模块10和阳角12。Fig. 10 is a schematic diagram of the structure of Embodiment 10 of the present invention. The inside of the polyhedral solid
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的内部设置有加劲肋板2,其多面体实心轻质材料构件1上还设置有阴角5、倒角6、凹槽7和凸条11,它们自身或相互呈串接、平行或立交设置。Fig. 11 is a schematic structural view of Embodiment 11 of the present invention. A polyhedral solid
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的内部设置有加劲肋板2,其多面体实心轻质材料构件1中同时还设置有加劲杆13和加强筋14,同时,加劲杆13和加强筋14有部分露于多面体实心轻质材料构件1外。Fig. 12 is a schematic structural view of Embodiment 12 of the present invention. The inside of the polyhedral solid
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的内部设置有加劲肋板2,其多面体实心轻质材料构件1的外表面为波纹形外表面。Fig. 13 is a schematic structural view of Embodiment 13 of the present invention. A polyhedral solid
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的内部设置有加劲肋板2,其多面体实心轻质材料构件1上设置有多个定位构件15,图示定位构件15为支撑定位块。Fig. 14 is a schematic structural view of Embodiment 14 of the present invention. A polyhedral solid
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的内部设置有加劲肋板2,其多面体实心轻质材料构件1上设置有方便搬运的搬运件16,图示搬运件16为提手。Fig. 15 is a schematic structural view of Embodiment 15 of the present invention. The inside of the polyhedral solid
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的内部设置有加劲肋板2,其多面体实心轻质材料构件1上设置有用于多面体实心轻质材料构件1彼此之间连接的连接件17。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的内部设置有加劲肋板2,其多个多面体实心轻质材料构件1在连接件17的连接下构成成组组件,多面体实心轻质材料构件1之间的间距构成内肋模腔18。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的内部设置有加劲肋板2,其多面体实心轻质材料构件1设置在底板19上,底板19伸出多面体实心轻质材料构件1的底面构成挑板20。Fig. 18 is a schematic structural view of
图19是本发明实施例19的结构示意图,多面体实心轻质材料构件1的内部设置有加劲肋板2,其多个多面体实心轻质材料构件1设置在同一底板19上构成成组组件,多个多面体实心轻质材料构件1之间的间距构成内肋模腔18。Fig. 19 is a schematic structural view of
图20是本发明实施例20的结构示意图,多面体实心轻质材料构件1的内部设置有加劲肋板2,其多个多面体实心轻质材料构件1设置在同一底板19上构成成组组件,多个多面体实心轻质材料构件1之间的间距构成内肋模腔18,其内肋模腔18内设置有撑拉件21,图示撑拉件21为杆件。Fig. 20 is a schematic structural view of
图21是本发明实施例21的结构示意图,多面体实心轻质材料构件1的内部设置有加劲肋板2,其多面体实心轻质材料构件1是由两块实心胎模构件22组合构成的整体。Fig. 21 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,其特征在于所述的多面体实心轻质材料构件1为整体的实心块体,多面体实心轻质材料构件1为匀质的实心块体,多面体实心轻质材料构件1内含有至少一片加劲肋板2。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为加劲肋板,以下各附图中,编号相同的,其说明相同。如图1所示,其多面体实心轻质材料构件1的内部设置有加劲肋板2。As shown in the accompanying drawings, the present invention includes a polyhedral solid
本发明的特征还在于所述的加劲肋板2为复合加劲肋板或空心加劲肋板。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的内部设置有加劲肋板2,其加劲肋板2为空心加劲肋板。The present invention is also characterized in that the
本发明的特征还在于所述的加劲肋板2为夹有轻质材料的复合加劲肋板。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的内部设置有加劲肋板2,其加劲肋板2为复合加劲肋板。The present invention is also characterized in that the
本发明的特征还在于所述的多片加劲肋板2呈平行、正交或斜交设置。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的内部设置有加劲肋板2,其加劲肋板2彼此呈平行设置。The present invention is also characterized in that the plurality of stiffening
本发明的特征还在于所述的加劲肋板2露出多面体实心轻质材料构件1外。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的内部设置有加劲肋板2,其加劲肋板2有部分露出多面体实心轻质材料构件1外部。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料。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的内部设置有加劲肋板2,其多面体实心轻质材料构件1为膨胀珍珠岩块。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的外表面局部或全部裹覆有水泥浆或水泥砂浆或水泥纤维浆或水泥纤维网砂浆或水泥钢丝网砂浆或砼外膜层3。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的内部设置有加劲肋板2,其多面体实心轻质材料构件1的外表面全部裹覆有水泥纤维浆外膜层3。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或加劲肋板2中含有增强物4。增强物4为钢筋、钢丝、预应力筋、钢筋网、钢丝网、纤维、纤维丝束、纤维网格布、无纺布、金属薄条带、有孔薄条带、包装带、编织带中的至少一种。图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的内部设置有加劲肋板2,其多面体实心轻质材料构件1中设置有增强物4,图示增强物4为钢丝网。The present invention is also characterized in that said polyhedral solid
本发明的特征还在于所述的增强物4露出多面体实心轻质材料构件1或加劲肋板2。The present invention is also characterized in that said reinforcements 4 expose 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的水平剖面或垂直剖面形状为长方形、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的内部设置有加劲肋板2,其多面体实心轻质材料构件1的水平剖面形状为多边形。The present invention is also characterized in that the horizontal section or vertical section shape 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上还设置有阴角5、倒角6、凹槽7、凹坑8、孔洞9、凸台模块10、凸条11或者阳角12中的至少一个。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的内部设置有加劲肋板2,加劲肋板2为多孔加劲肋板,其多面体实心轻质材料构件1上还同时设置有倒角6、凹槽7、凹坑8、孔洞9、凸台模块10和阳角12。The present invention is also characterized in that the polyhedral solid
本发明的特征还在于所述的阴角5、倒角6、凹槽7、凸条11自身或相互呈串接、平行、正交、斜交或立交设置。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的内部设置有加劲肋板2,其多面体实心轻质材料构件1上还设置有阴角5、倒角6、凹槽7和凸条11,它们自身或相互呈串接、平行或立交设置。The present invention is also characterized in that the internal corners 5 , chamfers 6 , grooves 7 , and convex lines 11 are arranged in series, parallel, orthogonal, oblique, or vertical by themselves or each other. Fig. 11 is a schematic structural view of Embodiment 11 of the present invention. A 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内还设置有加劲杆13或者加强筋14中的至少一个。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的内部设置有加劲肋板2,其多面体实心轻质材料构件1中同时还设置有加劲杆13和加强筋14。The present invention is also characterized in that at least one of stiffeners 13 or ribs 14 is provided in the polyhedral solid
本发明的特征还在于所述的加劲杆13或者加强筋14露出多面体实心轻质材料构件1外。如图12所示,加劲杆13和加强筋14有部分露于多面体实心轻质材料构件1外。The present invention is also characterized in that the stiffeners 13 or ribs 14 are exposed outside the polyhedral solid
本发明的特征还在于所述的加劲杆13或者加强筋14上还有增强物4露出。The present invention is also characterized in that reinforcements 4 are exposed on the stiffeners 13 or ribs 14 .
本发明的特征还在于所述的多面体实心轻质材料构件1的外表面为波纹形、锯齿形、拉毛形或者糙面外表面。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的内部设置有加劲肋板2,其多面体实心轻质材料构件1的外表面为波纹形外表面。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上设置有定位构件15。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的内部设置有加劲肋板2,其多面体实心轻质材料构件1上设置有多个定位构件15,图示定位构件15为支撑定位块。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上设置有方便搬运用的搬运件16。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的内部设置有加劲肋板2,其多面体实心轻质材料构件1上设置有方便搬运的搬运件16,图示搬运件16为提手。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之间彼此连接的连接件17。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的内部设置有加劲肋板2,其多面体实心轻质材料构件1上设置有用于多面体实心轻质材料构件1彼此之间连接的连接件17。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17连接构成成组组件,彼此之间构成内肋模腔18。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的内部设置有加劲肋板2,其多个多面体实心轻质材料构件1在连接件17的连接下构成成组组件,多面体实心轻质材料构件1之间的间距构成内肋模腔18。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多面体实心轻质材料构件1设置并连接在底板19上。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的内部设置有加劲肋板2,其多面体实心轻质材料构件1设置在底板19上。The present invention is also characterized in that said polyhedral solid
本发明的特征还在于所述的底板19内还含有增强物4。The present invention is also characterized in that the
本发明的特征还在于所述的底板19比多面体实心轻质材料构件1的底面大而伸出构成挑板20。如图18所示,底板19伸出多面体实心轻质材料构件1的底面构成挑板20。The present invention is also characterized in that the
本发明的特征还在于所述的挑板20外露有增强物4。The present invention is also characterized in that the pick-up
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设置在同一底板19上构成成组组件,彼此之间构成内肋模腔18。图19是本发明实施例19的结构示意图,多面体实心轻质材料构件1的内部设置有加劲肋板2,其多个多面体实心轻质材料构件1设置在同一底板19上构成成组组件,多个多面体实心轻质材料构件1之间的间距构成内肋模腔18。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内肋模腔18内设置有固定或活动的撑拉件21。图20是本发明实施例20的结构示意图,多面体实心轻质材料构件1的内部设置有加劲肋板2,其多个多面体实心轻质材料构件1设置在同一底板19上构成成组组件,多个多面体实心轻质材料构件1之间的间距构成内肋模腔18,其内肋模腔18内设置有撑拉件21,图示撑拉件21为杆件。The present invention is also characterized in that the inner
本发明的特征还在于所述的多面体实心轻质材料构件1是由至少两块实心胎膜构件22组合构成的整体。图21是本发明实施例21的结构示意图,多面体实心轻质材料构件1的内部设置有加劲肋板2,其多面体实心轻质材料构件1是由两块实心胎模构件22组合构成的整体。The present invention is also characterized in that the polyhedral solid
本发明实施时,先拌制陶粒砼轻质材料浆料,将其倒入设置有预制加劲肋板2的模具中,预制加劲肋板2与陶粒砼粘结形成整体,养护至规定龄期后,脱模即得轻质胎模构件;或者采用泡沫塑料制成夹有加劲肋板2的轻质胎模构件。When the present invention is implemented, first mix the ceramsite concrete light-weight material slurry, pour it into the mold provided with the
Claims (27)
Priority Applications (6)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200610094971 CN1963065A (en) | 2003-09-15 | 2003-09-15 | Light moulding bed component for cast-in-situ concrete |
| CNB031578950A CN1320235C (en) | 2003-09-15 | 2003-09-15 | A lightweight tire mold component for cast-in-place concrete |
| CN 200710102793 CN101063364A (en) | 2003-09-15 | 2003-09-15 | Light mould member used for cast-in-situ concrete |
| CN 200710102792 CN101063363A (en) | 2003-09-15 | 2003-09-15 | Light mould member used for cast-in-situ concrete |
| CN 200610091427 CN1963069A (en) | 2003-09-15 | 2003-09-15 | Light moulding bed component for cast-in-situ concrete |
| CN 200610079542 CN1963064A (en) | 2003-09-15 | 2003-09-15 | Light moulding bed component for cast-in-situ concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB031578950A CN1320235C (en) | 2003-09-15 | 2003-09-15 | A lightweight tire mold component for cast-in-place concrete |
Related Child Applications (8)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200610079542 Division CN1963064A (en) | 2003-09-15 | 2003-09-15 | Light moulding bed component for cast-in-situ concrete |
| CN2006100920964A Division CN101089310B (en) | 2003-09-15 | 2003-09-15 | Light mould component for cast-in-place concrete |
| CN 200610094973 Division CN1963066A (en) | 2003-09-15 | 2003-09-15 | Light moulding bed component for cast-in-situ concrete |
| CN 200610091427 Division CN1963069A (en) | 2003-09-15 | 2003-09-15 | Light moulding bed component for cast-in-situ concrete |
| CN 200710102794 Division CN101054839A (en) | 2003-09-15 | 2003-09-15 | Light carcass mould member for in-situ casting |
| CN 200710102792 Division CN101063363A (en) | 2003-09-15 | 2003-09-15 | Light mould member used for cast-in-situ concrete |
| CN 200610094971 Division CN1963065A (en) | 2003-09-15 | 2003-09-15 | Light moulding bed component for cast-in-situ concrete |
| CN 200710102793 Division CN101063364A (en) | 2003-09-15 | 2003-09-15 | Light mould member used for cast-in-situ concrete |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1598191A CN1598191A (en) | 2005-03-23 |
| CN1320235C true CN1320235C (en) | 2007-06-06 |
Family
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Family Applications (6)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200610091427 Pending CN1963069A (en) | 2003-09-15 | 2003-09-15 | Light moulding bed component for cast-in-situ concrete |
| CN 200610094971 Pending CN1963065A (en) | 2003-09-15 | 2003-09-15 | Light moulding bed component for cast-in-situ concrete |
| CN 200610079542 Pending CN1963064A (en) | 2003-09-15 | 2003-09-15 | Light moulding bed component for cast-in-situ concrete |
| CN 200710102793 Pending CN101063364A (en) | 2003-09-15 | 2003-09-15 | Light mould member used for cast-in-situ concrete |
| CN 200710102792 Pending CN101063363A (en) | 2003-09-15 | 2003-09-15 | Light mould member used for cast-in-situ concrete |
| CNB031578950A Expired - Fee Related CN1320235C (en) | 2003-09-15 | 2003-09-15 | A lightweight tire mold component for cast-in-place concrete |
Family Applications Before (5)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200610091427 Pending CN1963069A (en) | 2003-09-15 | 2003-09-15 | Light moulding bed component for cast-in-situ concrete |
| CN 200610094971 Pending CN1963065A (en) | 2003-09-15 | 2003-09-15 | Light moulding bed component for cast-in-situ concrete |
| CN 200610079542 Pending CN1963064A (en) | 2003-09-15 | 2003-09-15 | Light moulding bed component for cast-in-situ concrete |
| CN 200710102793 Pending CN101063364A (en) | 2003-09-15 | 2003-09-15 | Light mould member used for cast-in-situ concrete |
| CN 200710102792 Pending CN101063363A (en) | 2003-09-15 | 2003-09-15 | Light mould member used for cast-in-situ concrete |
Country Status (1)
| Country | Link |
|---|---|
| CN (6) | CN1963069A (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2000017464A1 (en) * | 1998-09-22 | 2000-03-30 | Nystroem Rolf | Floor beam |
| CN1349028A (en) * | 2001-11-15 | 2002-05-15 | 邱则有 | Comobined ribbed cavity member for spatial structure roof |
| CN1415814A (en) * | 2002-09-28 | 2003-05-07 | 邱则有 | Formwork for cast-in-place concrete |
| CN1415816A (en) * | 2002-12-15 | 2003-05-07 | 邱则有 | Light weight hasting tyre mold for use filling concrete |
| WO2003048471A1 (en) * | 2001-12-05 | 2003-06-12 | Daliform S.R.L. | Embedment-type mould for manufacturing building slab structures |
-
2003
- 2003-09-15 CN CN 200610091427 patent/CN1963069A/en active Pending
- 2003-09-15 CN CN 200610094971 patent/CN1963065A/en active Pending
- 2003-09-15 CN CN 200610079542 patent/CN1963064A/en active Pending
- 2003-09-15 CN CN 200710102793 patent/CN101063364A/en active Pending
- 2003-09-15 CN CN 200710102792 patent/CN101063363A/en active Pending
- 2003-09-15 CN CNB031578950A patent/CN1320235C/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2000017464A1 (en) * | 1998-09-22 | 2000-03-30 | Nystroem Rolf | Floor beam |
| CN1349028A (en) * | 2001-11-15 | 2002-05-15 | 邱则有 | Comobined ribbed cavity member for spatial structure roof |
| WO2003048471A1 (en) * | 2001-12-05 | 2003-06-12 | Daliform S.R.L. | Embedment-type mould for manufacturing building slab structures |
| CN1415814A (en) * | 2002-09-28 | 2003-05-07 | 邱则有 | Formwork for cast-in-place concrete |
| CN1415816A (en) * | 2002-12-15 | 2003-05-07 | 邱则有 | Light weight hasting tyre mold for use filling concrete |
Also Published As
| Publication number | Publication date |
|---|---|
| CN101063364A (en) | 2007-10-31 |
| CN1963064A (en) | 2007-05-16 |
| CN1963069A (en) | 2007-05-16 |
| CN101063363A (en) | 2007-10-31 |
| CN1598191A (en) | 2005-03-23 |
| CN1963065A (en) | 2007-05-16 |
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