CN1611705A - A lightweight tire mold member for concrete filling - Google Patents
A lightweight tire mold member for concrete filling Download PDFInfo
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Abstract
Description
(一)技术领域(1) Technical field
本发明涉及一种砼填充用轻质胎模构件。The invention relates to a lightweight tire mold member for concrete filling.
(二)背景技术(2) Background technology
无梁楼盖是目前现浇砼楼盖应用较广的楼盖结构形式,具有施工速度快、结构高度小、室内区域可灵活分割且无需吊顶装饰等优点,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3月10日申请的专利号为ZL99232921.3、名称为“现浇钢筋砼填充用薄壁筒”实用新型专利,它由硬质薄壁管和二个堵头组成,应用于无梁楼盖中作为轻质永久胎模使用。又如河北省石家庄市的梁军,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”实用新型专利中使用的模壳,在说明书第2页第5行至第7行描述了“模壳可以是实心的,也可以是空心的,可用植物秸杆、玻璃钢、薄铁板、玻纤水泥等轻质材料制成,其外形可根据设计要求制成长方形、圆形、多边形等形状,”,同样应用于组合砼暗密肋楼盖中也是作为轻质永久胎体使用。但无论是空心管还是盒子,作为轻质永久胎体应用于楼盖后,均可形成单向现浇砼肋空心楼盖或者双向现浇砼密肋空心楼盖,但无法形成剪力键式双向空心楼盖,虽然贵州工业大学申请了专利号为ZL97200102.6、名称为“钢筋砼剪力键式双向空心大板”实用新型专利,它公开了一种剪力键式双向空心楼盖,具有自重轻、受力性能、抗震性能好、建筑空间可灵活划分等特点,但其施工制作非常困难,费时费力。因此,研制一种新型的砼填充用轻质胎模构件已为急需。Beamless floor is currently the most widely used floor structure for cast-in-place concrete floors. It has the advantages of fast construction speed, small structural height, flexible division of indoor areas and no need for ceiling decoration. The lightweight permanent tire mold filled in it There are various hollow tubes and boxes, and the boxes are hollow or solid. For example, the patent No. ZL99232921.3, which the applicant applied for on March 10, 1999, is a utility model patent named "thin-walled tube for filling cast-in-place reinforced concrete", which consists of a hard thin-walled tube and two plugs. It is used as a lightweight permanent tire mold in beamless slabs. Another example is Liang Jun of Shijiazhuang City, Hebei Province. The patent No. ZL00203695.9 applied for on February 23, 2000, the formwork used in the utility model patent named "combined concrete concealed rib floor cover", is described in No. 2 of the specification. Lines 5 to 7 on the page describe that "the formwork can be solid or hollow, and can be made of light materials such as plant straw, glass steel, thin iron plate, glass fiber cement, etc., and its shape can be customized according to the design. It is required to be made into shapes such as rectangles, circles, and polygons," and it is also used as a lightweight permanent carcass in composite concrete concealed ribbed floors. However, whether it is a hollow tube or a box, after it is applied to the floor as a lightweight permanent matrix, it can form a one-way cast-in-place concrete rib hollow floor or a two-way cast-in-place concrete ribbed hollow floor, but it cannot form a shear bond type. Two-way hollow floor, although Guizhou University of Technology has applied for a utility model patent with a patent number of ZL97200102.6 named "Reinforced Concrete Shear Key Type Two-way Hollow Slab", which discloses a shear key type two-way hollow floor, It has the characteristics of light weight, mechanical performance, good seismic performance, and flexible division of building space, but its construction is very difficult, time-consuming and laborious. Therefore, develop a kind of novel concrete filling 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砼填充用轻质胎模构件,应用于现浇砼空心楼盖后,能形成剪力键式双向空心楼盖,且具有施工方便、施工速度快等特点。The purpose of the present invention is to provide a lightweight tire mold member for concrete filling, which can form a shear key type bidirectional hollow floor after being applied to the cast-in-situ concrete hollow floor, and has the characteristics of convenient construction and fast construction speed.
本发明的解决方案是在现有技术的基础上,包括胎体,其特征在于在胎体的至少一个侧面的至少一个竖向转角部位为贯穿上、下表面的竖向倒角。这样,由于在胎体的竖向转角部位为贯穿上、下表面竖向倒角,因而,应用于现浇砼空心楼盖时,将胎模构件靠紧排列,裹含在现浇钢筋砼中,在竖向倒角部位,现浇砼则形成了楼盖的剪力键,施工非常方便、快捷,从而达到了本发明的目的。若应用于密肋楼盖时,则在竖向倒角部位,现浇砼则形成了现浇砼肋相交部位的加强筋,因而有效地消除了应力集中现象,防止了裂缝的产生,并可承受较大的集中荷载作用而不破坏;同时,胎模构件还具有结构简单、强度高、制作容易、成本低等特点,适用于现浇钢筋砼或预应力钢筋砼的空心楼盖、屋盖、墙体、基础底板以及空腹桥梁使用,尤其适用于空心无梁楼盖使用。The solution of the present invention is based on the prior art, including a carcass, characterized in that at least one vertical corner on at least one side of the carcass is a vertical chamfer running through the upper and lower surfaces. In this way, since the vertical corner of the carcass is vertically chamfered through the upper and lower surfaces, when it is applied to the cast-in-place concrete hollow floor, the tire mold members are arranged closely and wrapped in the cast-in-place reinforced concrete. , at the vertical chamfering position, the cast-in-place concrete forms the shear key of the floor, and the construction is very convenient and fast, thereby achieving the purpose of the present invention. If it is applied to the ribbed floor, the cast-in-place concrete will form the reinforcement ribs at the intersection of the cast-in-place concrete ribs at the vertical chamfer, thus effectively eliminating the stress concentration phenomenon, preventing the occurrence of cracks, and It can withstand large concentrated loads without damage; at the same time, the tire formwork components also have the characteristics of simple structure, high strength, easy manufacture, and low cost. They are suitable for hollow floors and roofs of cast-in-place reinforced concrete or prestressed reinforced concrete. , walls, foundation slabs and vierendeel bridges, especially for hollow beamless floors.
本发明的特征还在于所述的同一侧面的两个竖向转角部位均为贯穿上、下表面的竖向倒角。这样,当胎模构件应用于现浇砼空心楼盖中后,砼浇入同一侧面的两竖向倒角中,形成了现浇砼剪力墩或现浇砼肋的加强筋,使胎模构件布设施工更方便。The present invention is also characterized in that the two vertical corners on the same side are vertical chamfers running through the upper and lower surfaces. In this way, when the tire mold components are applied to the cast-in-place concrete hollow floor, the concrete is poured into the two vertical chamfers on the same side to form the reinforcement ribs of the cast-in-place concrete shear piers or cast-in-place concrete ribs, so that the tire mold Component layout construction is more convenient.
本发明的特征还在于所述的相对侧面的相对竖向转角部位为竖向倒角。这样,当胎模构件应用于现浇砼空心楼盖中后,砼浇入胎模构件上的相对侧面的相对竖向转角部位的竖向倒角中,形成了剪力墩结构或现浇砼肋的加强筋结构,使胎模构件的布设更方便。The present invention is also characterized in that the relative vertical corners of the opposite sides are vertical chamfers. In this way, when the tire mold component is applied to the cast-in-place concrete hollow floor, concrete is poured into the vertical chamfers of the relative vertical corners on the opposite sides of the tire mold component, forming a shear pier structure or cast-in-place concrete The rib structure makes the layout of tire mold components more convenient.
本发明的特征还在于所述的所有的竖向转角部位均为竖向倒角。这样,当胎模构件应用于现浇砼空心楼盖中后,砼浇入贯穿上下表面的竖向倒角中,形成了剪力墩或现浇砼肋加强筋结构,大大提高了现浇砼空心楼盖的力学性能。The present invention is also characterized in that all the vertical corners are vertical chamfers. In this way, when the tire mold components are applied to the cast-in-place concrete hollow floor, the concrete is poured into the vertical chamfers that run through the upper and lower surfaces, forming a shear pier or cast-in-place concrete rib reinforcement structure, which greatly improves the performance of cast-in-place concrete. Mechanical properties of hollow-core floors.
本发明的特征还在于所述的多个竖向倒角相互平行。这样,当胎模构件应用于现浇砼空心楼盖中后,砼浇入相互平行的竖向倒角中,形成了相互平行的剪力墩或加强筋结构,大大提高了楼盖的力学性能。The present invention is also characterized in that the plurality of vertical chamfers are parallel to each other. In this way, when the tire mold components are applied to the cast-in-place concrete hollow floor, the concrete is poured into the parallel vertical chamfers to form parallel shear piers or rib structures, which greatly improves the mechanical properties of the floor. .
本发明的特征还在于所述的竖向倒角的至少一端与两条横向相交的倒角或阴角或弧形角的交点相交。这样,当胎模构件应用于现浇砼空心楼盖中后,砼浇入与两条横向相交的倒角或阴角或弧形角的交点相交的竖向倒角中,形成了剪力墩和加强筋相结合的结构,大大提高了楼盖的抗冲击性能和抗剪性能。The present invention is also characterized in that at least one end of the vertical chamfer intersects with the intersection point of two transversely intersecting chamfers or internal corners or arc-shaped corners. In this way, when the tire mold member is applied to the cast-in-place concrete hollow floor, the concrete is poured into the vertical chamfer that intersects with the intersection of two transverse chamfers or inner corners or arc angles, forming a shear pier The structure combined with reinforcing ribs greatly improves the impact resistance and shear resistance of the floor.
本发明的特征还在于所述的竖向倒角的下端与相交的横向倒角的交点相交,上端与相交的横向阴角或弧形角的交点相交。这样,当胎模构件应用于现浇砼空心楼盖中后,形成了剪力墩和加强筋相结合的结构,大大提高了楼盖的力学性能。The present invention is also characterized in that the lower end of the vertical chamfer intersects with the intersection of intersecting horizontal chamfers, and the upper end intersects with the intersection of intersecting horizontal internal corners or arc corners. In this way, when the tire mold components are applied to the cast-in-situ concrete hollow floor, a structure combining shear piers and reinforcing ribs is formed, which greatly improves the mechanical properties of the floor.
本发明的特征还在于所述的倒角或弧形角自身或相互大小有变化,或者倒角或弧形角为折线形、曲线形、台阶形。这样,当胎模构件应用于现浇砼楼盖中后,现浇砼浇入上述自身或相互大小有变化,或者为折线形、曲线形、台阶形的倒角或者弧形角中,在楼盖内部形成了与上述倒角或弧形角相对应的现浇砼加强筋或剪力墩,可充分满足楼盖在不同场合、不同情况下的需要,方便了设计与施工单位选用。The present invention is also characterized in that the chamfers or arc angles themselves or each other have different sizes, or the chamfers or arc angles are in the shape of a broken line, a curve, or a step. 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 above-mentioned self or mutual size changes, or chamfers or curved corners that are broken lines, curves, steps, or arcs. Cast-in-place concrete reinforcing ribs or shear piers corresponding to the above-mentioned chamfers or arc angles are formed inside the cover, which can fully meet the needs of the floor cover in different occasions and situations, and facilitate the selection of design and construction units.
本发明的特征还在于所述的至少一个侧面上设置有凹槽。这样,当胎模构件应用于现浇砼空心楼盖中后,砼浇入胎模构件侧面上的凹槽中后,形成了现浇砼剪力墩或加强筋结构,大大提高了楼盖的强度和刚度,使楼盖的综合性能得到了大幅度的提高。The present invention is also characterized in that at least one side is provided with a groove. In this way, when the tire mold member is applied to the cast-in-place concrete hollow floor, after the concrete is poured into the groove on the side of the tire mold member, a cast-in-place concrete shear pier or rib structure is formed, which greatly improves the strength of the floor. The strength and rigidity have greatly improved the comprehensive performance of the floor.
本发明的特征还在于所述的胎体的顶面或底面的至少一个上设置有至少一条凹槽。这样,当胎模构件应用于现浇砼空心楼盖中后,砼浇入胎模构件顶面或底面上的凹槽中,形成了现浇加强筋结构,大大提高了胎模构件顶面或底面上现浇砼薄板的强度与刚度。The present invention is also characterized in that at least one groove is provided on at least one of the top surface or the bottom surface of the carcass. In this way, when the tire mold component is applied to the cast-in-place concrete hollow floor, the concrete is poured into the groove on the top or bottom surface of the tire mold component to form a cast-in-place reinforcement structure, which greatly improves the top or bottom surface of the tire mold component. The strength and stiffness of the cast-in-place concrete slab on the bottom surface.
本发明的特征还在于所述的侧面、顶面或底面上的凹槽相互连通。这样,当胎模构件应用于现浇砼空心楼盖中后,砼浇入上述相互连通的凹槽中后,形成了现浇砼加强筋网状结构,使楼盖的抗拉、抗压、抗剪、抗震等各方面的性能指标大幅度提高,可充分满足各种不同受力要求的建筑物使用。The present invention is also characterized in that the grooves on the side surface, top surface or bottom surface communicate with each other. In this way, when the tire mold components are applied to the cast-in-place concrete hollow floor, after the concrete is poured into the above-mentioned interconnected grooves, a network structure of cast-in-place concrete reinforcement ribs is formed, which makes the floor tensile, compressive, and The performance indicators of shear resistance and earthquake resistance have been greatly improved, which can fully meet the use of buildings with different force requirements.
本发明的特征还在于所述的阴角或凹槽自身或相互大小有变化,或者阴角或凹槽为折线形、曲线形、台阶形。这样,当胎模构件应用于现浇砼空心楼盖中后,现浇砼浇入上述自身或相互大小有变化,或者形状为折线形、曲线形、台阶形的阴角或凹槽中后,在楼盖内部形成了与上述阴角或凹槽相应的折线形、曲线形或者台阶形的现浇砼加强筋、剪力墩结构,可对楼盖内部的薄弱受力部位进行有效加强,使楼盖内部的受力与传力体系布置更趋完善,大大提高了楼盖的整体性能。The present invention is also characterized in that the sizes of the internal angles or grooves vary or are mutually different, or the internal angles or grooves are in the shape of broken lines, curves, or steps. In this way, when the tire formwork components are applied to the cast-in-place concrete hollow floor, the cast-in-place concrete is poured into the above-mentioned inner corners or grooves whose own or mutual size changes, or whose shape is broken line, curved, or stepped. The broken line, curved or step-shaped cast-in-place concrete reinforcement and shear pier structures corresponding to the above-mentioned internal corners or grooves are formed inside the floor, which can effectively strengthen the weak stress-bearing parts inside the floor, so that The layout of the force bearing and force transmission system inside the floor is more perfect, which greatly improves the overall performance of the floor.
本发明的特征还在于所述的侧面上的凹槽的上端或下端或二者为喇叭口形或者台阶形。这样,当胎模构件应用于现浇砼空心楼盖中后,砼浇入上述凹槽中后,相应形成了喇叭形或者阶梯形的现浇砼加强筋结构,使结构更加稳固可靠,不易破坏。The present invention is also characterized in that the upper end or the lower end or both of the grooves on the side are bell-shaped or stepped. In this way, when the tire mold member is applied to the cast-in-place concrete hollow floor, after the concrete is poured into the above-mentioned groove, a trumpet-shaped or ladder-shaped cast-in-place concrete reinforcing rib structure is formed correspondingly, making the structure more stable and reliable, and not easily damaged. .
本发明的特征还在于所述的胎体上设置有孔洞或凸形模块中的至少一个。这样,当胎模构件应用于现浇砼空心楼盖中后,砼浇入孔洞中形成了现浇砼杆件或墩柱,可对结构的薄弱部位进行局部加强,胎体上设置的凸形模块可将楼盖中不承力的砼抽空,减少了砼的用量,同时也降低了楼盖的重量,大大改善了楼盖的结构。The present invention is also characterized in that said carcass is provided with at least one of holes or male modules. In this way, when the tire mold components are applied to the cast-in-place concrete hollow floor, the concrete is poured into the holes to form cast-in-place concrete rods or piers, which can locally strengthen the weak parts of the structure. The module can evacuate the unloaded concrete in the floor, which reduces the amount of concrete and the weight of the floor, and greatly improves the structure of the floor.
本发明的特征还在于所述的胎体中含有增强物,或者还有增强物露出。这样,胎体中设置的增强物大大提高了胎体本身的强度,使其在运输、安装过程中不易破损,可有效地降低胎模构件的破损率。若还露出有增强物,则胎模构件与现浇砼之间粘结更牢,楼盖的整体性更好。The present invention is also characterized in that the carcass contains reinforcements, or the reinforcements are exposed. In this way, the reinforcement provided in the carcass greatly improves the strength of the carcass itself, making it less likely to be damaged during transportation and installation, and can effectively reduce the breakage rate of tire mold components. If reinforcements are still exposed, the bond between the tire formwork member and the cast-in-situ concrete will be stronger, and the integrity of the floor will be better.
本发明的特征还在于所述的胎体为实心胎体或者空心胎体。这样,当胎模构件为实心胎体时,应用过程中不易破损,即使有破损也不会影响后续砼施工。当胎模构件为空心胎体时,胎模构件重量更轻,施工搬运更方便,成本更低。The present invention is also characterized in that the carcass is a solid carcass or a hollow carcass. In this way, when the tire mold member is a solid carcass, it is not easy to be damaged during application, and even if it is damaged, it will not affect the subsequent concrete construction. When the tire mold component is a hollow carcass, the tire mold component is lighter in weight, more convenient in construction and transportation, and lower in cost.
本发明的特征还在于实心胎体为轻质实心胎体或硬壳轻质实心胎体。这样,当胎模构件为轻质实心胎体或硬壳轻质实心胎体时,胎体在应用过程中,不易破坏,即使有破损也不会影响后续砼施工;特别是硬壳轻质实心胎体,可大幅度降低胎模构件的破损率。The present invention is also characterized in that the solid carcass is a lightweight solid carcass or a monocoque lightweight solid carcass. In this way, when the tire mold member is a lightweight solid carcass or a hard-shell lightweight solid carcass, the carcass is not easily damaged during application, and even if it is damaged, it will not affect the subsequent concrete construction; especially the hard-shell lightweight solid carcass Carcass can greatly reduce the damage rate of tire mold components.
本发明的特征还在于所述的胎体中设置有加劲杆、加强筋、加劲肋中的至少一个,或者加劲杆、加强筋、加劲肋中的至少一个露出胎体外,或者还有增强物露出。这样,当胎模构件应用于现浇砼空心楼盖中后,胎模构件内设置的加劲杆或加劲肋或者外露的加劲杆、加劲肋可以和现浇砼形成复合结构,优化了现浇砼空心楼盖内部受力体系。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, ribs, and stiffeners is provided in the carcass, or at least one of stiffeners, ribs, and stiffeners is exposed outside the carcass, or reinforcements are exposed . In this way, when the tire mold components are applied to the cast-in-place concrete hollow floor, the stiffeners or stiffeners or exposed stiffeners and stiffeners set in the tire mold components can form a composite structure with the cast-in-place concrete, which optimizes the performance of the cast-in-place concrete. The internal stress system of the hollow 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胎体上设置有定位构件。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空心楼盖中后,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,有效地保证了楼盖的浇筑质量。The present invention is also characterized in that the carcass 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-situ concrete hollow floor, the tire mold components can be accurately positioned to prevent the tire mold components from floating and shifting when pouring concrete. At the same time, the steel bars can also be restricted. Position, effectively guarantee the pouring quality of the floor.
本发明的特征还在于所述的胎体上设置有连接构件,或者多个胎体通过连接构件连接成成组轻质胎模构件。这样,在胎模构件应用于现浇砼空心楼盖中时,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 carcass is provided with connecting members, or multiple carcasses are connected by connecting members to form a group of lightweight tire mold members. In this way, when the tire mold components are applied to the cast-in-situ concrete hollow floor, they are connected as a whole through the connectors 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胎体伸出有挑边,多个胎体通过挑边连接成成组轻质胎模构件。这样,胎模构件的施工更方便快捷,同时可节省施工模板。The present invention is also characterized in that the carcass is protruded with raised edges, and multiple carcasses are connected into groups of lightweight tire mold components through the raised edges. In this way, the construction of the tire mold member is more convenient and quick, and the construction formwork can be saved simultaneously.
本发明的特征还在于所述的胎体上设置有搬运件。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 carcass is provided with a conveying member. 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.
(四)附图说明(4) Description of drawings
图1是本发明实施例1的结构示意图。各附图中,1为胎体,2为侧面,3为竖向倒角,以下各附图中,编号相同的,其说明相同。如图1所示,其胎体1的侧面2上的一个竖向转角部位设置有贯穿上、下表面的竖向倒角3。Fig. 1 is a schematic structural diagram of Embodiment 1 of the present invention. In each accompanying drawing, 1 is a carcass, 2 is a side surface, and 3 is a vertical chamfer. In the following accompanying drawings, those with the same number have the same description. As shown in Figure 1, a vertical corner on the
图2是本发明实施例2的结构示意图,胎体1的同一侧面2的两个竖向转角部位均为贯穿上、下表面的竖向倒角3。Fig. 2 is a schematic structural view of
图3是本发明实施例3的结构示意图,胎体1的侧面2上的竖向转角部位设置有贯穿上、下表面的竖向倒角3,其竖向倒角3设置在相对侧面2的相对竖向转角部位。Figure 3 is a schematic structural view of
图4是本发明实施例4的结构示意图,胎体1的侧面2上的竖向转角部位设置有竖向倒角3,其胎体1上所有的竖向转角部位均为竖向倒角3。Fig. 4 is a schematic structural view of Embodiment 4 of the present invention, the vertical corners on the
图5是本发明实施例5的结构示意图,胎体1的侧面2上的竖向转角部位设置有贯穿上、下表面的竖向倒角3,其多个竖向倒角3相互平行。Fig. 5 is a schematic structural view of Embodiment 5 of the present invention. The vertical corners on the
图6是本发明实施例6的结构示意图,胎体1的侧面2上的竖向转角部位设置有贯穿上、下表面的竖向倒角3,其竖向倒角3的一端与两条横向相交的弧形角6的交点相交。Fig. 6 is a schematic structural view of Embodiment 6 of the present invention. The vertical corners on the
图7是本发明实施例7的结构示意图,胎体1的侧面2上的竖向转角部位设置有贯穿上、下表面的竖向倒角3,其竖向倒角3的下端与相交的横向阴角4的交点相交,上端与相交的横向阴角5的交点相交。Fig. 7 is a structural schematic diagram of
图8是本发明实施例8的结构示意图,胎体1的侧面2上的竖向转角部位设置有贯穿上、下表面的竖向倒角3,其侧面2上还设置有凹槽7。Fig. 8 is a schematic structural view of
图9是本发明实施例9的结构示意图,胎体1的侧面2上的竖向转角部位设置有贯穿上、下表面的竖向倒角3,其胎体1的顶面8和底面9上设置有凹槽7。Fig. 9 is a schematic structural view of
图10是本发明实施例10的结构示意图,胎体1的侧面2上的竖向转角部位设置有贯穿上、下表面的竖向倒角3,其侧面2、顶面8和底面9上的凹槽7相互连通。Figure 10 is a schematic structural view of Embodiment 10 of the present invention. The vertical corners on the
图11是本发明实施例11的结构示意图,胎体1的侧面2上的竖向转角部位设置有贯穿上、下表面的竖向倒角3,其侧面2上的凹槽7为台阶形。Fig. 11 is a schematic structural view of Embodiment 11 of the present invention. The vertical corners on the
图12是本发明实施例12的结构示意图,胎体1的侧面2上的竖向转角部位设置有贯穿上、下表面的竖向倒角3,其胎体1上设置有孔洞10和凸形模块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,胎体1的侧面2上的竖向转角部位设置有贯穿上、下表面的竖向倒角3,其胎体1中含有增强物12,同时还有增强物12露出,图示增强物12为薄条带和钢丝网。Fig. 13 is a schematic structural view of Embodiment 13 of the present invention. The vertical corners on the
图14是本发明实施例14的结构示意图,胎体1的侧面2上的竖向转角部位设置有贯穿上、下表面的竖向倒角3,其胎体1为实心胎体。Fig. 14 is a schematic structural view of Embodiment 14 of the present invention. The vertical corners on the
图15是本发明实施例15的结构示意图,胎体1的侧面2上的竖向转角部位设置有贯穿上、下表面的竖向倒角3,其实心胎体1为轻质实心胎体。Fig. 15 is a schematic structural view of Embodiment 15 of the present invention. The vertical corners on the
图16是本发明实施例16的结构示意图,胎体1的侧面2上的竖向转角部位设置有贯穿上、下表面的竖向倒角3,其胎体1中同时设置有加劲杆13、加强筋14和加劲肋15,同时加劲杆13有部分露出胎体1外。Fig. 16 is a schematic structural view of
图17是本发明实施例17的结构示意图,胎体1的侧面2上的竖向转角部位设置有贯穿上、下表面的竖向倒角3,其胎体1上设置有定位构件16,图示定位构件16为支撑定位脚。Fig. 17 is a schematic structural view of
图18是本发明实施例18的结构示意图,胎体1的侧面2上的竖向转角部位设置有贯穿上、下表面的竖向倒角3,其胎体1上设置有连接构件17,图示多个胎体1通过连接构件17连接成成组轻质胎体,连接构件17为杆件和插销孔洞。Figure 18 is a schematic structural view of
图19是本发明实施例19的结构示意图,胎体1的侧面2上的竖向转角部位设置有贯穿上、下表面的竖向倒角3,其胎体1伸出有挑边18,图示多个胎体1通过挑边18连接成成组轻质胎体。Fig. 19 is a schematic structural view of Embodiment 19 of the present invention. The vertical corners on the
图20是本发明实施例20的结构示意图,胎体1的侧面2上的竖向转角部位设置有贯穿上、下表面的竖向倒角3,其胎体1上设置有搬运件19,图示搬运件19为拉手。Fig. 20 is a schematic structural view of Embodiment 20 of the present invention. The vertical corners on the
(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,包括胎体1,其特征在于在胎体1的至少一个侧面2的至少一个竖向转角部位为贯穿上、下表面的竖向倒角3。图1是本发明实施例1的结构示意图。各附图中,1为胎体,2为侧面,3为竖向倒角,以下各附图中,编号相同的,其说明相同。如图1所示,其胎体1的侧面2上的一个竖向转角部位设置有贯穿上、下表面的竖向倒角3。As shown in the drawings, the present invention includes a carcass 1, which is characterized in that at least one vertical corner on at least one
本发明的特征还在于所述的同一侧面2的两个竖向转角部位均为贯穿上、下表面的竖向倒角3。图2是本发明实施例2的结构示意图,胎体1的同一侧面2的两个竖向转角部位均为贯穿上、下表面的竖向倒角3。The present invention is also characterized in that the two vertical corners of the
本发明的特征还在于所述的相对侧面2的相对竖向转角部位为竖向倒角3。图3是本发明实施例3的结构示意图,胎体1的侧面2上的竖向转角部位设置有贯穿上、下表面的竖向倒角3,其竖向倒角3设置在相对侧面2的相对竖向转角部位。The present invention is also characterized in that the relative vertical corners of the
本发明的特征还在于所述的所有的竖向转角部位均为竖向倒角3。图4是本发明实施例4的结构示意图,胎体1的侧面2上的竖向转角部位设置有竖向倒角3,其胎体1上所有的竖向转角部位均为竖向倒角3。The present invention is also characterized in that all the vertical corners mentioned above are
本发明的特征还在于所述的多个竖向倒角3相互平行。图5是本发明实施例5的结构示意图,胎体1的侧面2上的竖向转角部位设置有贯穿上、下表面的竖向倒角3,其多个竖向倒角3相互平行。The present invention is also characterized in that the plurality of
本发明的特征还在于所述的竖向倒角3的至少一端与两条横向相交的阴角4或阴角5或弧形角6的交点相交。图6是本发明实施例6的结构示意图,胎体1的侧面2上的竖向转角部位设置有贯穿上、下表面的竖向倒角3,其竖向倒角3的一端与两条横向相交的弧形角6的交点相交。The present invention is also characterized in that at least one end of the
本发明的特征还在于所述的竖向倒角3的下端与相交的横向阴角4的交点相交,上端与相交的横向阴角5或弧形角6的交点相交。图7是本发明实施例7的结构示意图,胎体1的侧面2上的竖向转角部位设置有贯穿上、下表面的竖向倒角3,其竖向倒角3的下端与相交的横向阴角4的交点相交,上端与相交的横向阴角5的交点相交。The present invention is also characterized in that the lower end of the
本发明的特征还在于所述的倒角3、4或弧形角6自身或相互大小有变化,或者倒角3、4或弧形角6为折线形、曲线形、台阶形。如图8所示,倒角3为折线形倒角。The present invention is also characterized in that the
本发明的特征还在于所述的至少一个侧面2上设置有凹槽7。图8是本发明实施例8的结构示意图,胎体1的侧面2上的竖向转角部位设置有贯穿上、下表面的竖向倒角3,其侧面2上还设置有凹槽7。The present invention is also characterized in that at least one
本发明的特征还在于所述的胎体1的顶面8或底面9的至少一个上设置有至少一条凹槽7。图9是本发明实施例9的结构示意图,胎体1的侧面2上的竖向转角部位设置有贯穿上、下表面的竖向倒角3,其胎体1的顶面8和底面9上设置有凹槽7。The present invention is also characterized in that at least one
本发明的特征还在于所述的侧面2、顶面8或底面9上的凹槽7相互连通。图10是本发明实施例10的结构示意图,胎体1的侧面2上的竖向转角部位设置有贯穿上、下表面的竖向倒角3,其侧面2、顶面8和底面9上的凹槽7相互连通。The present invention is also characterized in that the
本发明的特征还在于所述的阴角5或凹槽7自身或相互大小有变化,或者阴角5或凹槽7为折线形、曲线形、台阶形。如图9所示,凹槽7为曲线形凹槽。The present invention is also characterized in that the internal corners 5 or the
本发明的特征还在于所述的侧面2上的凹槽7的上端或下端或二者为喇叭口形或者台阶形。图11是本发明实施例11的结构示意图,胎体1的侧面2上的竖向转角部位设置有贯穿上、下表面的竖向倒角3,其侧面2上的凹槽7为台阶形。The present invention is also characterized in that the upper end or the lower end or both of the
本发明的特征还在于所述的胎体1上设置有孔洞10或凸形模块11中的至少一个。图12是本发明实施例12的结构示意图,胎体1的侧面2上的竖向转角部位设置有贯穿上、下表面的竖向倒角3,其胎体1上设置有孔洞10和凸形模块11。The present invention is also characterized in that the carcass 1 is provided with at least one of the holes 10 or the male modules 11 . Fig. 12 is a schematic structural view of
本发明的特征还在于所述的胎体1中含有增强物12,或者还有增强物12露出。图13是本发明实施例13的结构示意图,胎体1的侧面2上的竖向转角部位设置有贯穿上、下表面的竖向倒角3,其胎体1中含有增强物12,同时还有增强物12露出,图示增强物12为薄条带和钢丝网。The present invention is also characterized in that the carcass 1 contains
本发明的特征还在于所述的胎体1为实心胎体或者空心胎体。图14是本发明实施例14的结构示意图,胎体1的侧面2上的竖向转角部位设置有贯穿上、下表面的竖向倒角3,其胎体1为实心胎体。The present invention is also characterized in that the carcass 1 is a solid carcass or a hollow carcass. Fig. 14 is a schematic structural view of Embodiment 14 of the present invention. The vertical corners on the
本发明的特征还在于实心胎体1为轻质实心胎体或硬壳轻质实心胎体。图15是本发明实施例15的结构示意图,胎体1的侧面2上的竖向转角部位设置有贯穿上、下表面的竖向倒角3,其实心胎体1为轻质实心胎体。The present invention is also characterized in that the solid carcass 1 is a lightweight solid carcass or a hard shell lightweight solid carcass. Fig. 15 is a schematic structural view of Embodiment 15 of the present invention. The vertical corners on the
本发明的特征还在于所述的胎体1中设置有加劲杆13、加强筋14、加劲肋15中的至少一个,或者加劲杆13、加强筋14、加劲肋15中的至少一个露出胎体1外,或者还有增强物12露出。图16是本发明实施例16的结构示意图,胎体1的侧面2上的竖向转角部位设置有贯穿上、下表面的竖向倒角3,其胎体1中同时设置有加劲杆13、加强筋14和加劲肋15,同时加劲杆13有部分露出胎体1外。The present invention is also characterized in that the carcass 1 is provided with at least one of the stiffeners 13, ribs 14, and ribs 15, or at least one of the stiffeners 13, ribs 14, and ribs 15 is exposed from the carcass. 1, or there are
本发明的特征还在于所述的胎体1上设置有定位构件16。图17是本发明实施例17的结构示意图,胎体1的侧面2上的竖向转角部位设置有贯穿上、下表面的竖向倒角3,其胎体1上设置有定位构件16,图示定位构件16为支撑定位脚。The present invention is also characterized in that the carcass 1 is provided with a positioning
本发明的特征还在于所述的胎体1上设置有连接构件17,或者多个胎体1通过连接构件17连接成成组轻质胎体。图18是本发明实施例18的结构示意图,胎体1的侧面2上的竖向转角部位设置有贯穿上、下表面的竖向倒角3,其胎体1上设置有连接构件17,图示多个胎体1通过连接构件17连接成成组轻质胎体,连接构件17为杆件和插销孔洞。The present invention is also characterized in that the carcass 1 is provided with a connecting
本发明的特征还在于所述的胎体1伸出有挑边18,多个胎体1通过挑边18连接成成组轻质胎体。图19是本发明实施例19的结构示意图,胎体1的侧面2上的竖向转角部位设置有贯穿上、下表面的竖向倒角3,其胎体1伸出有挑边18,图示多个胎体1通过挑边18连接成成组轻质胎体。The present invention is also characterized in that the carcass 1 is protruded with a raised
本发明的特征还在于所述的胎体1上设置有搬运件19。图20是本发明实施例20的结构示意图,胎体1的侧面2上的竖向转角部位设置有贯穿上、下表面的竖向倒角3,其胎体1上设置有搬运件19,图示搬运件19为拉手。The present invention is also characterized in that the carcass 1 is provided with a conveying member 19 . Fig. 20 is a schematic structural view of Embodiment 20 of the present invention. The vertical corners on the
本发明实施时,先拌制水泥砂浆,在内呈倒角的模具内制作一层水泥砂浆一层纤维网格布(或钢丝网),再一层水泥砂浆的多层叠合的开口胎体,在其凝结硬化后,脱去外模制得开口胎模,然后将其扣合于尚未凝结硬化的一层水泥砂浆一层纤维网格布(或钢丝网),再一层水泥砂浆的多层叠合板片料浆上接合密实,待板片料浆凝结硬化后,即得到带倒角的轻质胎模构件。During the implementation of the present invention, cement mortar is first mixed, and one deck of cement mortar and one deck of fiber mesh cloth (or steel wire mesh) are made in the chamfered mold, and the multi-layered open carcass of one deck of cement mortar is laminated again. After it is set and hardened, take off the outer mold to make an open tire mold, and then fasten it to a layer of cement mortar that has not yet set and harden, a layer of fiber mesh cloth (or steel wire mesh), and a layer of cement mortar. The joint of the plywood sheet slurry is dense, and after the sheet slurry is solidified and hardened, a lightweight tire mold member with chamfers is obtained.
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| DE3037027A1 (en) * | 1980-10-01 | 1982-05-06 | Baustoffwerke Minden-Ravensberg Gmbh, 4950 Minden | U=shaped wall top ring beam form block - has upright arm not exceeding half wall thickness and base arm at 90 degrees to it |
| CN2288226Y (en) * | 1997-01-02 | 1998-08-19 | 贵州工业大学 | Shear key-type bidirectional hollow large board of reinforced concrete |
| DE19711211C2 (en) * | 1997-03-18 | 2001-05-10 | Bilfinger Berger Bau | Formwork element |
| CN2361701Y (en) * | 1999-03-10 | 2000-02-02 | 邱则有 | Thin wall barrel for filling cast-in-place reinforced concrete |
| AU4773900A (en) * | 1999-06-07 | 2000-12-28 | Wolfgang Adolf Binder | Formwork for building construction |
| CN2419292Y (en) * | 2000-02-23 | 2001-02-14 | 梁军 | Assembling building floor with low ribs |
| CN1147653C (en) * | 2001-11-23 | 2004-04-28 | 邱则有 | Mould with cavity structure for casting reinforced concrete floor slab |
| CN1195140C (en) * | 2002-12-15 | 2005-03-30 | 邱则有 | Light weight structural piece for use of filling concrete |
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