CN1598197A - 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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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,这种轻质胎模构件应用于现浇砼楼盖后,形成的楼盖重量仍相对较重,不利于抗震及节省材料,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, and are both formwork members and prefabricated filling members, with simple structure, high strength, excellent deformation resistance and vibration resistance. , easy to manufacture, low cost, etc., however, after this lightweight tire mold component is applied to the cast-in-place concrete floor, the weight of the formed floor is still relatively heavy, which is not conducive to earthquake resistance and material saving. Therefore, a new type of tire mold component is developed Lightweight tire mold components for cast-in-place concrete are in urgent need.
(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,应用于现浇砼楼盖后,楼盖的重量相对较轻,抗震性好,节省材料。The object of the present invention is to provide a lightweight tire mold member for cast-in-place concrete, which is relatively light in weight when applied to cast-in-place concrete floors, has good shock resistance and saves materials.
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,其特征在于所述的多面体实心轻质材料构件的至少一个外表面上设置有至少一个凸形模块。这样,轻质胎模构件应用于现浇砼楼盖后,由于轻质胎模构件的外表面上设置有凸形模块,能抽空楼盖中的钢筋砼,因而楼盖的重量相对较轻,抗震性能好,力学性能大大改善,并且,楼盖的材料省、成本低;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, comprising a polyhedral solid lightweight material component, characterized in that at least one convex module is arranged on at least one outer surface of the polyhedral solid lightweight material component. In this way, after the lightweight tire mold member is applied to the cast-in-place concrete floor, since the outer surface of the lightweight tire mold member is provided with a convex module, the reinforced concrete in the floor can be evacuated, so the weight of the floor is relatively light. Good anti-seismic performance, greatly improved mechanical properties, and the material of the floor is saved and the cost is low; at the same time, the lightweight tire mold member also has the advantages of simple structure, high strength, excellent deformation resistance and vibration resistance, easy manufacture, low cost, and easy construction. Convenience, fast construction speed, etc., thereby achieving the purpose of the present invention, suitable for use in floors, roofs, walls, foundation slabs and bridges of cast-in-place reinforced concrete or prestressed reinforced concrete, especially for beamless floors use.
本发明的特征还在于所述的多面体实心轻质材料构件的四周所有侧面上均设置有至少一个凸形模块。这样,当胎模构件应用于现浇砼楼盖中时,其凸形模块将胎模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 present invention is also characterized in that at least one convex module is provided on all surrounding sides of the polyhedral solid lightweight material member. In this way, when the tire mold components are applied to the cast-in-place concrete floor, the convex modules will evacuate the concrete on the cast-in-place concrete ribs between the tire mold components, further reducing the amount of concrete and reducing the weight of the floor. The seismic performance of the floor is improved, and the comprehensive mechanical performance of the floor is improved.
本发明的特征还在于所述的多面体实心轻质材料构件的同一周围侧面的多个凸形模块之间构成凹槽。这样,当胎模构件应用于现浇砼楼盖中时,其多个凸形模块将胎模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,大大提高了楼盖的力学性能。The present invention is also characterized in that grooves are formed between a plurality of convex modules on the same peripheral side of the polyhedral solid lightweight material member. In this way, when the tire mold components are applied to the cast-in-place concrete floor, its plurality of convex modules will evacuate the unstressed concrete on the cast-in-place concrete ribs between the tire mold components, reducing the amount of concrete and reducing the pressure of the building. 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 improves the mechanical properties 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的上表面或下底面或两者设置有至少一个凸形模块。这样,胎模构件应用于现浇砼空心楼盖后,能抽空楼盖中的钢筋砼,减轻楼盖的重量,提高抗震性能和力学性能。The present invention is also characterized in that at least one convex module is provided on the upper surface or the lower bottom surface or both of the polyhedral solid lightweight material member. In this way, after the tire mold component is applied to the cast-in-situ concrete hollow floor, the reinforced concrete in the floor can be evacuated, the weight of the floor can be reduced, and the seismic performance and mechanical performance can be improved.
本发明的特征还在于所述的凸形模块与多面体实心轻质材料构件为一体成型的整体。这样,整体成型的的胎模构件具有工艺简单,制作方便的优点,同时,胎模构件整体性好,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 convex module and the polyhedral solid lightweight material component are integrally formed as a whole. In this way, the integrally formed tire mold component has the advantages of simple process and convenient manufacture. At the same time, the tire mold component has good integrity and is not easy to be 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多面体实心轻质材料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,在胎模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 convex module and the polyhedral solid lightweight material component are integrally formed and fixed or movably connected. In this way, according to the design requirements and construction needs, when the tire mold components are applied to the cast-in-place concrete floor, the convex modules 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中含有增强物,或者有增强物露出。增强物为钢筋、钢丝、预应力筋、钢筋网、钢丝网、纤维、纤维丝束、纤维网格布、无纺布、金属薄条带、有孔薄条带、包装带、编织带中的至少一种。这样,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。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 present invention is also characterized in that the polyhedral solid lightweight material component contains reinforcements, or has reinforcements exposed. Reinforcement is steel bar, steel wire, prestressed tendon, steel mesh, steel wire mesh, fiber, fiber tow, fiber mesh cloth, non-woven fabric, thin metal strip, thin strip with holes, packing tape, braided tape at least one. In this way, the 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. 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的其它部位上还设置有凹槽、阴角、倒角、凹坑、孔洞、凸条、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;胎模构件的其它部位上设置的凸台模块、凸条、阳角可将楼盖中不受力的砼抽空,进一步减轻楼盖自身的重量,节约砼的用量,降低楼盖的成本,同时也改善楼盖的性能。The present invention is also characterized in that at least one of grooves, inner corners, chamfers, pits, holes, convex lines and outer corners is provided on other parts of the polyhedral solid lightweight material member. In this way, when the tire mold components are applied to the cast-in-place concrete floor, the cast-in-place concrete is poured into the grooves, corners, chamfers, pits, and holes, and a local cast-in-place concrete reinforcement structure can be formed accordingly; the tire mold components The convex module, protruding line, and external angle set on other parts of 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 building quality at the same time. Cover performance.
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,现浇砼浇入上述凹槽、阴角、倒角中后,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 grooves, internal corners, chamfers, and convex lines 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 grooves, inner corners, and chamfers, it forms itself or a parallel, orthogonal, oblique or grid-shaped pattern. The cast-in-place concrete strengthens the structure and 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中设置有加劲肋、加劲杆、加强筋中的至少一个,或者有加劲肋、加劲杆、加强筋中的至少一个露出多面体实心轻质材料构件外,或者加劲肋、加劲杆、加强筋上还有增强物露出。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。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 at least one of stiffeners, stiffeners, and ribs is provided in the polyhedral solid lightweight material member, or at least one of stiffeners, stiffeners, and ribs is provided to expose the polyhedral solid lightweight There are reinforcements exposed outside the material components, or on stiffeners, stiffeners, and ribs. In this way, when the tire mold components are applied to the cast-in-place concrete floor, the stiffeners, stiffeners, reinforcements or exposed stiffeners, stiffeners, and reinforcements arranged in the tire mold components can form a cast-in-situ and The composite structure combined with prefabrication optimizes the internal stress system of the cast-in-place concrete floor. 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 feature of the present invention is that the said 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,或者底板内还含有增强物,或者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,或者挑板外露有增强物。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;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 polyhedral solid lightweight material member is arranged and connected to the base plate, or the base plate also contains reinforcements, or the base plate is larger than the bottom surface of the polyhedral solid lightweight material member and protrudes to form a pick-up plate, or The pick plate has exposed reinforcements. In this way, if reinforcements are provided in the bottom slab, the strength and rigidity of the bottom slab can be greatly improved, and its flexural performance is better; It can replace the construction formwork and reduce the construction cost.
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 laid 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 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,其多面体实心轻质材料构件1上设置有凸形模块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,其多面体实心轻质材料构件1的四周所有侧面上均设置有凸形模块2。Fig. 2 is a schematic structural view of
图3是本发明实施例3的结构示意图,其多面体实心轻质材料构件1的同一周围侧面上设置的多个凸形模块2之间的间距构成凹槽3。Fig. 3 is a schematic structural view of
图4是本发明实施例4的结构示意图,其多面体实心轻质材料构件1的上表面和下底面上均设置有多个凸形模块2。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上设置有凸形模块2,其凸形模块2与多面体实心轻质材料构件1为一体成型的整体。Fig. 5 is a schematic structural view of Embodiment 5 of the present invention. A 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上设置有凸形模块2,其凸形模块2与多面体实心轻质材料构件1为分体成型后固定连接成为整体。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上设置有凸形模块2,其多面体实心轻质材料构件1为膨胀珍珠岩块。Fig. 7 is a schematic structural view of
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上设置有凸形模块2,其多面体实心轻质材料构件1的的外表面全部裹覆有水泥纤维浆外膜层4。Fig. 8 is a schematic structural view of Embodiment 8 of the present invention, a 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上设置有凸形模块2,其多面体实心轻质材料构件1中设置有增强物5,同时,有增强物5外露,图示增强物5为钢丝网。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上设置有凸形模块2,其多面体实心轻质材料构件1的水平剖面形状为弧角多边形。Fig. 10 is a schematic structural view of
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上设置有凸形模块2,其多面体实心轻质材料构件1的其它部位上还同时设置有凹槽3、阴角6、倒角7和凸条10。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上设置有凸形模块2,其多面体实心轻质材料构件1的其它部位上还同时设置有凹坑8、孔洞9和阳角11。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上设置有凸形模块2,其多面体实心轻质材料构件1中同时还设置有加劲肋12、加劲杆13和加强筋14,同时,加劲肋12和加劲杆13有部分露于多面体实心轻质材料构件1外。Fig. 13 is a schematic structural view of
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上设置有凸形模块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. 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上设置有凸形模块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. 15 is a schematic structural view of Embodiment 15 of the present invention, a 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上设置有凸形模块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. 16 is a schematic structural view of Embodiment 16 of the present invention, a polyhedral solid
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上设置有凸形模块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,图示连接件17为杆件。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上设置有凸形模块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. 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上设置有凸形模块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. 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上设置有凸形模块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. 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上设置有凸形模块2,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,其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内设置有固定的撑拉件21。Fig. 21 is the structural representation of embodiment 21 of the present invention, and polyhedral solid
图22是本发明实施例22的结构示意图,多面体实心轻质材料构件1上设置有凸形模块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. 22 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的至少一个外表面上设置有至少一个凸形模块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,其多面体实心轻质材料构件1上设置有凸形模块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多面体实心轻质材料构件1的四周所有侧面上均设置有至少一个凸形模块2。图2是本发明实施例2的结构示意图,其多面体实心轻质材料构件1的四周所有侧面上均设置有凸形模块2。The present invention is also characterized in that at least one
本发明的特征还在于所述的多面体实心轻质材料构件1的同一周围侧面的多个凸形模块2之间构成凹槽3。图3是本发明实施例3的结构示意图,其多面体实心轻质材料构件1的同一周围侧面上设置的多个凸形模块2之间的间距构成凹槽3。The present invention is also characterized in that
本发明的特征还在于所述的多面体实心轻质材料构件1的上表面或下底面或两者设置有至少一个凸形模块2。图4是本发明实施例4的结构示意图,其多面体实心轻质材料构件1的上表面和下底面上均设置有多个凸形模块2。The present invention is also characterized in that at least one
本发明的特征还在于所述的凸形模块2与多面体实心轻质材料构件1为一体成型的整体。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上设置有凸形模块2,其凸形模块2与多面体实心轻质材料构件1为一体成型的整体。The present invention is also characterized in that the
本发明的特征还在于所述的凸形模块2与多面体实心轻质材料构件1为分体成型固定或活动连接成整体的构件。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上设置有凸形模块2,其凸形模块2与多面体实心轻质材料构件1为分体成型后固定连接成为整体。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上设置有凸形模块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4。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上设置有凸形模块2,其多面体实心轻质材料构件1的的外表面全部裹覆有水泥纤维浆外膜层4。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5,或者有增强物5露出。增强物5为钢筋、钢丝、预应力筋、钢筋网、钢丝网、纤维、纤维丝束、纤维网格布、无纺布、金属薄条带、有孔薄条带、包装带、编织带中的至少一种。图9是本发明实施例9的结构示意图,多面体实心轻质材料构件1上设置有凸形模块2,其多面体实心轻质材料构件1中设置有增强物5,同时,有增强物5外露,图示增强物5为钢丝网。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上设置有凸形模块2,其多面体实心轻质材料构件1的水平剖面形状为弧角多边形。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的其它部位上还设置有凹槽3、阴角6、倒角7、凹坑8、孔洞9、凸条10、阳角11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上设置有凸形模块2,其多面体实心轻质材料构件1的其它部位上还同时设置有凹槽3、阴角6、倒角7和凸条10。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上设置有凸形模块2,其多面体实心轻质材料构件1的其它部位上还同时设置有凹坑8、孔洞9和阳角11。The present invention is also characterized in that
本发明的特征还在于所述的凹槽3、阴角6、倒角7、凸条10自身或相互呈串接、平行、正交、斜交或立交设置。如图11所示,多面体实心轻质材料构件1上设置有凸形模块2,其多面体实心轻质材料构件1上设置的凹槽3、阴角6、倒角7和凸条10自身或相互呈串接、平行、正交或立交设置。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中设置有加劲肋12、加劲杆13、加强筋14中的至少一个,或者有加劲肋12、加劲杆13、加强筋14中的至少一个露出多面体实心轻质材料构件1外,或者加劲肋12、加劲杆13、加强筋14上还有增强物5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上设置有凸形模块2,其多面体实心轻质材料构件1中同时还设置有加劲肋12、加劲杆13和加强筋14,同时,加劲肋12和加劲杆13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 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的外表面为波纹形、锯齿形、拉毛形或者糙面外表面。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上设置有凸形模块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上设置有凸形模块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上设置有凸形模块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上设置有凸形模块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,图示连接件17为杆件。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上设置有凸形模块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,或者底板19内还含有增强物5,或者底板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,或者挑板20外露有增强物5。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上设置有凸形模块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。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上设置有凸形模块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上设置有凸形模块2,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,其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内设置有固定的撑拉件21。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22是本发明实施例22的结构示意图,多面体实心轻质材料构件1上设置有凸形模块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,将其倒入设置有能形成凸形模块2的模具中,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带有凸形模块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 a mold provided with a
Claims (22)
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2006100795131A CN100458037C (en) | 2003-09-15 | 2003-09-15 | Light matrix member for in-situ cast concrete |
| CNB031585159A CN1296580C (en) | 2003-09-15 | 2003-09-15 | A lightweight tire mold component for cast-in-place concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
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| CNB031585159A CN1296580C (en) | 2003-09-15 | 2003-09-15 | A lightweight tire mold component for cast-in-place concrete |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200710006691 Division CN101004069A (en) | 2003-09-15 | 2003-09-15 | A lightweight component of inner template in use for filling in concrete in site |
| CN 200710006692 Division CN101004048A (en) | 2003-09-15 | 2003-09-15 | A lightweight component of inner template in use for filling in concrete in site |
| CN 200610091421 Division CN1873136A (en) | 2003-09-15 | 2003-09-15 | Structural component of molding bed in lightweight for casting concrete on site |
| CNB2006100795131A Division CN100458037C (en) | 2003-09-15 | 2003-09-15 | Light matrix member for in-situ cast concrete |
| CN 200710006690 Division CN101004047A (en) | 2003-09-15 | 2003-09-15 | A lightweight component of inner template in use for filling in concrete in site |
| CN 200610091413 Division CN1873132A (en) | 2003-09-15 | 2003-09-15 | Structural component of molding bed in lightweight for casting concrete on site |
| CN 200710006689 Division CN101004068A (en) | 2003-09-15 | 2003-09-15 | A lightweight component of inner template in use for filling in concrete in site |
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| Publication Number | Publication Date |
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| CN1598197A true CN1598197A (en) | 2005-03-23 |
| CN1296580C CN1296580C (en) | 2007-01-24 |
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| CNB031585159A Expired - Fee Related CN1296580C (en) | 2003-09-15 | 2003-09-15 | A lightweight tire mold component for cast-in-place concrete |
| CNB2006100795131A Expired - Fee Related CN100458037C (en) | 2003-09-15 | 2003-09-15 | Light matrix member for in-situ cast concrete |
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| CNB2006100795131A Expired - Fee Related CN100458037C (en) | 2003-09-15 | 2003-09-15 | Light matrix member for in-situ cast concrete |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| US4468911A (en) * | 1982-02-12 | 1984-09-04 | Andrew Daga | System for forming structural concrete |
| SU1475792A1 (en) * | 1985-03-18 | 1989-04-30 | П.Н.Тимохин, Э.Д.Подлозный и В.И.Малихтарович | Method of producing boards and panels of cedllular concrete |
| JP3346948B2 (en) * | 1995-05-26 | 2002-11-18 | 積水化成品工業株式会社 | Concrete slab substrate having solid embedded material, construction method of concrete slab using the substrate, and its structure |
| US5875589A (en) * | 1996-12-10 | 1999-03-02 | Minnesota Mining And Manufacturing Company | Structures having damped floors and a method of damping floors |
| PT102019B (en) * | 1997-06-11 | 2001-11-30 | Ferreira Eduarda Fanha Nunes R | BOX OF PLASTIC FOR ALVEOLO OF LAJE FUNGIFORME OF TOTAL INVOLVEMENT |
| CN1112491C (en) * | 2001-11-23 | 2003-06-25 | 邱则有 | Formwork structural member for steel bar reinforced floor slab in space structure |
| CN1138049C (en) * | 2001-11-23 | 2004-02-11 | 邱则有 | Reinforced concrete floor slab with space structure |
| CN2522494Y (en) * | 2002-01-28 | 2002-11-27 | 邱则有 | Steel reinforced concrete structure floor |
| CN2534274Y (en) * | 2002-01-28 | 2003-02-05 | 邱则有 | Structural form |
| CN2564640Y (en) * | 2002-08-30 | 2003-08-06 | 邱则有 | Hollow pipe for cast-in-place concrete |
| CN1176288C (en) * | 2002-10-25 | 2004-11-17 | 邱则有 | Modular formwork members |
-
2003
- 2003-09-15 CN CNB031585159A patent/CN1296580C/en not_active Expired - Fee Related
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| CN1296580C (en) | 2007-01-24 |
| CN1847558A (en) | 2006-10-18 |
| CN100458037C (en) | 2009-02-04 |
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