CN1280503C - Formwork member for concrete filling - Google Patents
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Abstract
一种砼填充用模壳构件,包括上板(1)、周围侧壁(2)、下底(3),上板(1)、周围侧壁(2)、下底(3)围成多面体空腔模壳构件,上板(1)、周围侧壁(2)或下底(3)的至少一个上设置有加强筋(4),上板(1)、周围侧壁(2)、下底(3)或加强筋(4)中的至少一个中设置有增强物(5),其特征在于所述的加强筋(4)内的增强物(5)为至少一根沿加强筋(4)方向的顺向拉筋和至少一根与其相交的其它方向的拉筋。这样,模壳构件的强度与刚度大大增加,其受力与传力性能大大提高,尤其是承受集中荷载作用的能力大大提高,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。
A formwork member for concrete filling comprises an upper plate (1), surrounding side walls (2), and a lower bottom (3), wherein the upper plate (1), the surrounding side walls (2), and the lower bottom (3) form a polyhedral cavity formwork member, wherein at least one of the upper plate (1), the surrounding side walls (2), or the lower bottom (3) is provided with a reinforcing rib (4), and at least one of the upper plate (1), the surrounding side walls (2), the lower bottom (3), or the reinforcing rib (4) is provided with a reinforcement (5), characterized in that the reinforcement (5) in the reinforcing rib (4) is at least one longitudinal tension bar along the direction of the reinforcing rib (4) and at least one tension bar in other directions intersecting with the reinforcing rib (4). In this way, the strength and rigidity of the formwork member are greatly increased, and its load-bearing and force-transmitting performance are greatly improved, especially the ability to withstand concentrated loads is greatly improved. The formwork member is suitable for use in hollow floors, roofs, walls, foundation slabs, and hollow bridges made of cast-in-place reinforced concrete or prestressed reinforced concrete.
Description
(一)技术领域(1) Technical field
本发明涉及一种砼填充用模壳构件。The invention relates to a formwork component for concrete filling.
(二)背景技术(2) Background technology
轻质永久胎模有空心管和空腔模壳构件。如申请人于1999年11月29日申请的专利号为ZL99249798.1、名称为“钢筋砼填充用纤维增强型薄壁构件”实用新型专利,它公开了一种薄壁模壳构件,包括上板、周围侧壁、下底板,上板、周围侧壁、下底板围成多面体空腔。又如申请人于2001年11月23日申请的申请号为01140106.0、公开号为CN1356442、名称为“一种现浇钢筋砼楼板用空腔结构模壳”发明专利申请,它公开的模壳构件包括“上板、周围侧壁、下底板,上板、周围侧壁、下底板围成多面体空腔模壳构件,这种空腔模壳构件具有重量轻、强度高、结构简单、施工运输方便等特点。再如申请人于2001年11月23日申请的申请号为01139992.9、公开号为CN1348040、名称为“一种暗密肋楼板用空腔构件”发明专利申请,它所公开的模壳构件包括空腔模板、结构底板,结构底板与空腔模板连接形成多面体结构,在空腔体上有加强筋,其空腔模板也包括上板与周围侧壁,上板、周围侧壁、下底或加强筋中的至少一个中设置有钢筋、钢丝、钢丝网、纤维网格布等增强物。这样,空腔构件的强度与刚度大大提高,同时,还具有结构简单、水密性好、重量轻、施工运输方便等特点。但是,这种永久模壳构件参与楼盖的受力与传力的能力低,特别是承受集中荷载作用的能力低。因此,研制一种新型的砼填充用模壳构件已为急需。Lightweight permanent tire molds have hollow tube and cavity formwork members. For example, the patent No. ZL99249798.1, which the applicant applied for on November 29, 1999, is a utility model patent named "fiber-reinforced thin-walled member for reinforced concrete filling", which discloses a thin-walled formwork member, including an upper plate, The surrounding side walls, the lower bottom plate, the upper plate, the surrounding side walls and the lower bottom plate form a polyhedron cavity. Another example is that the application number applied by the applicant on November 23, 2001 is 01140106.0, the publication number is CN1356442, and the name is called "a kind of cavity structure formwork for cast-in-place reinforced concrete floor slab" patent application for invention. The formwork member disclosed by it Including "upper plate, surrounding side walls, and lower bottom plate, the upper plate, surrounding side walls, and lower bottom plate form a polyhedral cavity formwork member. This cavity formwork member has the advantages of light weight, high strength, simple structure, and convenient construction and transportation. and other characteristics. Another example is that the application number applied by the applicant on November 23, 2001 is 01139992.9, the publication number is CN1348040, and the name is an application for a patent for invention of "a cavity component for a hidden ribbed floor". The formwork disclosed by it The component includes a cavity formwork and a structural bottom plate. The structural bottom plate and the cavity formwork are connected to form a polyhedron structure. There are reinforcing ribs on the cavity body. The cavity formwork also includes the upper plate and the surrounding side walls, the upper plate, the surrounding side walls, the lower At least one of the bottom or reinforcing ribs is provided with reinforcements such as steel bars, steel wires, steel wire mesh, fiber mesh cloth. In this way, the strength and rigidity of the cavity components are greatly improved, and at the same time, it also has the advantages of simple structure, good water tightness, and low weight. Lightweight, convenient construction and transportation. However, this kind of permanent formwork member has low ability to participate in the stress and force transmission of the floor, especially the ability to withstand concentrated loads. Therefore, a new type of formwork for concrete filling is developed. Shell components have been much needed.
(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模壳构件,具有受力与传力性能好、承受集中荷载作用的能力强等特点。The object of the present invention is to provide a formwork member for concrete filling, which has the characteristics of good force bearing and force transmission performance, strong ability to bear concentrated load and the like.
本发明的解决方案是在现有技术的基础上,包括上板、周围侧壁、下底,上板、周围侧壁、下底围成多面体空腔模壳构件,上板、周围侧壁或下底的至少一个上设置有加强筋,上板、周围侧壁、下底或加强筋中的至少一个中设置有增强物,其特征在于所述的加强筋内的增强物为至少一根沿加强筋方向的顺向拉筋和至少一根与其相交的其它方向的拉筋。这样,由于加强筋内的增强物为至少一根沿加强筋方向的顺向拉筋和至少一根与其相交的其它方向的拉筋,其顺向拉筋相当于梁内的受力拉筋,其它方向的拉筋相当于梁内的构造筋或箍筋,因而,模壳构件的强度与刚度大大增加,其受力与传力性能大大提高,尤其是承受集中荷载作用的能力大大提高;同时,模壳构件还具有结构简单、效率高、成本低、抗变形、抗振动性能优良、施工方便、施工速度快等特点,从而达到了本发明的目的,适用于现浇钢筋砼或预应力钢筋砼的空心楼盖、屋盖、墙体、基础底板以及空腹桥梁使用,尤其适用于空心无梁楼盖使用。The solution of the present invention is based on the prior art, including the upper plate, the surrounding side walls, and the lower bottom, the upper plate, the surrounding side walls, and the lower bottom form a polyhedral cavity formwork member, and the upper plate, the surrounding side walls or At least one of the lower bottom is provided with a reinforcing rib, and at least one of the upper plate, the surrounding side walls, the lower bottom or the reinforcing rib is provided with a reinforcement, which is characterized in that the reinforcement in the reinforcing rib is at least one along the A longitudinal tie bar in the direction of the stiffener and at least one tie bar in other directions intersecting it. In this way, since the reinforcement in the reinforcing rib is at least one longitudinal tendon along the direction of the reinforcing rib and at least one intersecting tendon in other directions, the longitudinal tendon is equivalent to the stressed tendon in the beam, The tension bars in other directions are equivalent to the structural tendons or stirrups in the beam. Therefore, the strength and rigidity of the formwork members are greatly increased, and their stress and force transmission performance are greatly improved, especially the ability to withstand concentrated loads is greatly improved; at the same time , the formwork member also has the characteristics of simple structure, high efficiency, low cost, excellent deformation resistance, vibration resistance, convenient construction, fast construction speed, etc., thereby achieving the purpose of the present invention, and is suitable for cast-in-place reinforced concrete or prestressed steel bars Concrete hollow floors, roofs, walls, foundation slabs and hollow bridges, especially for hollow beamless floors.
本发明的特征还在于所述的顺向拉筋增强物伸出模壳构件外。这样,当模壳构件应用于现浇空心楼盖中后,伸出模壳构件外的顺向拉筋增强物和现浇砼相结合后,模壳构件能参与结构受力与传力,使结构更加稳固。The invention is also characterized in that said directional lacing reinforcement protrudes outside the formwork member. In this way, when the formwork components are applied to the cast-in-place hollow floor, the formwork components can participate in the structural stress and force transmission after the forward tension reinforcement protruding outside the formwork components is combined with the cast-in-place concrete, so that The structure is more stable.
本发明的特征还在于所述的顺向拉筋增强物上设置有凸出物或凹形或短条。这样,顺向拉筋增强物在加强筋中锚固更加牢固,大大提高了加强筋的强度和刚度及承载能力。The present invention is also characterized in that protrusions or concave shapes or short strips are arranged on the said directional lacing reinforcement. In this way, the anchorage of the directional tie reinforcement in the reinforcement is more firm, which greatly improves the strength, stiffness and bearing capacity of the reinforcement.
本发明的特征还在于所述的增强物为薄条带。这样,薄条带与模壳构件的胶结料浆粘结更牢,同时,薄条带可减薄模壳构件的壁厚,节省原材料,降低材料成本,减轻模壳构件的重量。The invention is also characterized in that said reinforcement is a thin strip. In this way, the bonding slurry of the thin strip and the formwork component is more firmly bonded, and at the same time, the thin strip can reduce the wall thickness of the formwork component, save raw materials, reduce material cost, and reduce the weight of the formwork component.
本发明的特征还在于所述的薄条带为有孔薄条带或有钉薄条带。The present invention is also characterized in that the thin strip is a thin strip with holes or a thin strip with nails.
本发明的特征还在于所述的其它方向的拉筋增强物为两根以上且相互平行的竖向拉筋或伸出模壳构件外的竖向拉筋。这样,当模壳构件应用于现浇空心楼盖中后,伸出的竖向拉筋和现浇砼相结合,将顺向拉筋结合至结构中共同参与受力,使得结构更为合理。The present invention is also characterized in that the reinforcements in other directions are more than two vertical ties parallel to each other or vertical ties protruding from the formwork member. In this way, when the formwork components are applied to the cast-in-place hollow floor, the protruding vertical tie bars are combined with the cast-in-place concrete, and the longitudinal tie bars are combined into the structure to participate in the force, making the structure more reasonable.
本发明的特征还在于所述的加强筋内有两根以上斜交、立交或延伸后相交的其它方向拉筋增强物。这样,其它方向拉筋增强物呈各种形式设置,具有良好的受力与传力性能,提高了模壳构件的综合性能。The present invention is also characterized in that there are more than two reinforcements in the reinforcing ribs that intersect obliquely, vertically or intersect in other directions after being extended. In this way, the reinforcing bars in other directions are arranged in various forms, have good force bearing and force transmission performance, and improve the comprehensive performance of the formwork member.
本发明的特征还在于所述的其它方向的拉筋增强物带有弯钩。这样,带有弯钩的拉筋增强物锚固更为可靠,应力传递能力更强,大幅度提高了模壳构件的综合性能。The present invention is also characterized in that said reinforcements in other directions are provided with hooks. In this way, the anchoring of the tie reinforcement with the hook is more reliable, the stress transmission capacity is stronger, and the comprehensive performance of the formwork member is greatly improved.
本发明的特征还在于所述的顺向拉筋增强物有两根。这样,加强筋内设置有两根顺向拉筋增强物大大提高了加强筋的强度,使其受力与传力性能更好。The present invention is also characterized in that there are two longitudinal reinforcements. In this way, the reinforcement of the two forward tension ribs is arranged in the reinforcing rib, which greatly improves the strength of the reinforcing rib and makes it better in force bearing and force transmission performance.
本发明的特征还在于所述的顺向拉筋和竖向拉筋彼此构成网状增强物。这样,顺向拉筋和竖向拉筋构成网状增强物后,能够形成双向传力加强筋结构,大幅度提升了模壳构件的综合性能。The present invention is also characterized in that the said longitudinal ties and vertical ties constitute a mesh reinforcement with each other. In this way, after the longitudinal ties and vertical ties constitute the network reinforcement, a two-way force-transmitting reinforcement structure can be formed, which greatly improves the comprehensive performance of the formwork member.
本发明的特征还在于所述的顺向拉筋增强物为预应力顺向拉筋。这样,采用预应力钢筋作为顺向拉筋增强物,充分发挥了预应力钢筋的优良性能,使加强筋的强度和刚度均得到了大幅度提高,同时,也使加强筋具有良好的弹性应变能力。The present invention is also characterized in that the directional lacing reinforcement is a prestressed directional lacing. In this way, the prestressed steel bar is used as the reinforcement of the longitudinal tension bar, which fully exerts the excellent performance of the prestressed steel bar, greatly improves the strength and stiffness of the reinforcing bar, and at the same time makes the reinforcing bar have good elastic strain capacity .
本发明的特征还在于所述的加强筋为水泥砂浆或砼或轻质砼握裹顺向拉筋或其它方向拉筋增强物的加强筋。这样,水泥砂浆或砼或轻质砼握裹顺向拉筋或其它方向拉筋增强物形成的加强筋,具有良好的刚度和强度,能充分满足施工荷载要求。The present invention is also characterized in that the reinforcing ribs are reinforcing ribs wrapped in cement mortar or concrete or light concrete and wrapped in longitudinal tendons or reinforced by tendons in other directions. In this way, the reinforcement formed by cement mortar or concrete or lightweight concrete wrapped with longitudinal reinforcement or other reinforcements has good rigidity and strength and can fully meet the construction load requirements.
本发明的特征还在于所述的模壳构件上有接线盒或线管或灯槽盒中的至少一个。这样,模壳构件上设置有接线盒或线管或灯槽盒,方便了楼盖内各种管线的布设和安装。The present invention is also characterized in that at least one of a junction box, a wire pipe, or a light box is provided on the mold case member. In this way, the formwork member is provided with a junction box or a line pipe or a light box, which facilitates the layout and installation of various pipelines in the floor.
本发明的特征还在于所述的模壳构件上的接线盒或线管或灯槽盒设置在下底上。这样,在模壳构件应用于现浇砼空心楼盖中后,不需要破坏底板,即可十分方便地在下底上设置电源或者照明设备,有效地保护了楼盖中的受力结构和楼盖底部的整体性。The present invention is also characterized in that the junction box or wire pipe or light box on the mold case member is arranged on the lower bottom. In this way, after the formwork components are applied to the cast-in-situ concrete hollow floor, power supply or lighting equipment can be conveniently installed on the lower floor without destroying the bottom plate, effectively protecting the stressed structure in the floor and the floor. The integrity of the bottom.
本发明的特征还在于所述的下底上设置有至少一个吊挂件或吊挂预埋件。这样,在模壳构件应用于现浇砼空心楼盖中后,吊挂件或吊挂预埋件的设置方便了吊挂设备的安装,同时,可有效地保护楼盖底部的整体性能。The present invention is also characterized in that at least one hanging part or hanging embedded part is arranged on the lower base. In this way, after the formwork member is applied to the cast-in-situ concrete hollow floor, the setting of the hanging part or the hanging embedded part facilitates the installation of the hanging equipment, and at the same time, can effectively protect the overall performance of the bottom of the floor.
本发明的特征还在于所述的模壳构件的水平剖面或竖向剖面形状为长方形、正方形、多边形、波纹形或圆形。这样,模壳构件形状的多样化,使模壳构件应用于现浇砼空心楼盖中后,相应形成了各种不同形状的现浇砼结构,从而使得现浇砼空心楼盖的结构更为合理,方便了设计与施工单位选用。The present invention is also characterized in that the horizontal section or vertical section shape of the formwork member is rectangular, square, polygonal, corrugated or circular. In this way, the diversification of the shape of the formwork components, after the formwork components are applied to the cast-in-place concrete hollow floor, various cast-in-place concrete structures of different shapes are formed accordingly, so that the structure of the cast-in-place concrete hollow floor is more stable. Reasonable and convenient for design and construction units to choose.
本发明的特征还在于所述的多边形为弧角多边形、倒角多边形或者多弧边形。The present invention is also characterized in that the polygon is an arc-angled polygon, a chamfered polygon or a multi-arc polygon.
本发明的特征还在于所述的模壳构件上还设置有阴角、倒角、凹槽、凹坑、凸台模块、凸条、阳角中的至少一个。这样,当模壳构件应用于现浇砼空心楼盖中后,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;模壳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 present invention is also characterized in that at least one of internal corners, chamfers, grooves, pits, boss modules, convex lines, and external corners is provided on the formwork member. In this way, when the formwork components are applied to the cast-in-place concrete hollow floor, the cast-in-place concrete is poured into the inner corners, chamfers, grooves, pits, and holes, and a local cast-in-place concrete reinforcement structure can be formed accordingly; the formwork The boss modules, protruding lines, and external angles set on the components 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 strength of the floor at the same time. performance.
本发明的特征还在于所述的阴角、倒角、凹槽、凸条自身或相互呈平行、正交、斜交或立交设置或形成网格。这样,当模壳构件应用于现浇砼空心楼盖中后,模壳构件上的阴角、倒角、凹槽、凸条自身或相互呈平行、正交、斜交或立交设置或形成网格,在上述部位浇筑砼后,相应形成了平行、正交、斜交或立交的现浇砼加强构造,大大改善了现浇砼空心楼盖的力学性能。The present invention is also characterized in that the internal corners, chamfers, grooves, and convex lines are arranged in parallel, orthogonal, oblique or vertical intersection or form a grid. In this way, when the formwork components are applied to the cast-in-place concrete hollow floor, the internal corners, chamfers, grooves, and convex lines on the formwork components themselves or each other are arranged in parallel, orthogonal, oblique or overpass or form a network. After the concrete is poured in the above-mentioned parts, a parallel, orthogonal, oblique or overpass cast-in-place concrete strengthening structure is correspondingly formed, which greatly improves the mechanical properties of the cast-in-place concrete hollow floor.
本发明的特征还在于所述的模壳构件的封闭空腔内设置有轻质材料。这样,大大提高了模壳构件的隔音、隔热、保温性能;同时,模壳构件还具有较好的抗冲击性能,减少了产品在施工应用过程中的破损率。轻质材料可为泡沫塑料、膨胀珍珠岩、膨胀蛭石、发泡或加气轻质砼、岩棉、矿棉、玻璃棉、陶粒或陶粒砼等,其轻质材料种类的多样性,便于生产时就近取材,有利于降低生产成本。The present invention is also characterized in that lightweight materials are arranged in the closed cavity of the formwork member. In this way, the sound insulation, heat insulation and thermal insulation properties of the formwork components are greatly improved; at the same time, the formwork components also have good impact resistance, which reduces the damage rate of the product during construction and application. Lightweight materials can be foamed plastics, expanded perlite, expanded vermiculite, foamed or aerated lightweight concrete, rock wool, mineral wool, glass wool, ceramsite or ceramsite concrete, etc. The variety of lightweight materials , It is convenient 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模壳构件的空腔内还设置有加劲杆、加劲肋中的至少一个,或者加劲杆、加劲肋中的至少一个露出模壳构件外,或者还向外露出有增强物。这样,当模壳构件应用于现浇砼空心楼盖中后,模壳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的复合结构,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,则模壳构件与现浇砼粘结更牢,楼盖的整体性更好。The present invention is also characterized in that at least one of stiffeners and stiffeners is provided in the cavity of the formwork member, or at least one of the stiffeners and stiffeners is exposed outside the formwork member, or exposed outwards. There are reinforcements. In this way, when the formwork components are applied to the cast-in-place concrete hollow floor, the stiffeners or stiffeners set in the formwork components or the exposed stiffeners and stiffeners can form a composite structure with the cast-in-place concrete, optimizing the quality of the cast-in-place concrete. Internal stress system of concrete hollow floor. If there are reinforcements exposed thereon, the formwork member and the cast-in-place concrete will be bonded more firmly, and the integrity of the floor will be better.
本发明的特征还在于所述的上板或周围侧壁中的至少一个为或有可拆卸的活动部件。这样,可随时方便检查模壳构件内部的情况,同时也可随时在模壳构件的内部部分或全部填充轻质材料,或者在模壳构件内部安装其它部件,如接线盒、水电管线、消防淋喷头等。The invention is also characterized in that at least one of said upper panel or surrounding side walls is or has a removable movable part. In this way, it is convenient to check the situation inside the formwork member at any time, and at the same time, it is also possible to partially or completely fill the interior of the formwork member with light materials, or install other components inside the formwork member, such as junction boxes, water and electricity pipelines, and fire sprinklers. Nozzle etc.
本发明的特征还在于所述的模壳构件的上板、周围侧壁的外表面中的至少一个为拱壳形、波纹形、锯齿形、拉毛形或者糙面外表面。这样,空腔体的上板、周围侧壁的外表面中的至少一个为波纹形、锯齿形、拉毛形或者糙面外表面,大大提高了模壳构件与现浇砼之间的结合力,同时也改善了楼盖的吊挂性能和整体性能。The present invention is also characterized in that at least one of the outer surfaces of the upper plate and the surrounding side walls of the formwork member is an arched, corrugated, zigzag, brushed or rough outer surface. In this way, at least one of the outer surfaces of the upper plate and the surrounding side walls of the cavity is corrugated, zigzag, roughened or rough, which greatly improves the bonding force between the formwork member and the cast-in-place concrete, At the same time, the hanging performance and overall performance of the floor are improved.
本发明的特征还在于所述的模壳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,当模壳构件应用于现浇砼空心楼盖中后,可对模壳构件进行准确定位,防止模壳构件在浇筑砼时上浮、移位等现象产生,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 a positioning member is provided on the formwork 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 formwork components are applied to the cast-in-situ concrete hollow floor, the formwork components can be accurately positioned to prevent the formwork 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模壳构件上设置有模壳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,当模壳构件应用于现浇砼空心楼盖中后,模壳构件上设置的连接件能够有效、可靠地控制模壳构件之间的距离,控制现浇砼肋的宽度和高度,保证楼盖内部结构的浇筑质量;同时,也有利于模壳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 formwork components are provided with connectors for connecting the formwork components to each other. Connectors can be steel bar, steel mesh, steel wire, steel wire mesh, angle steel, channel steel, L-shaped steel, T-shaped steel, ferrule, bolt, male and female groove, socket piece, sawtooth piece, convex groove, groove, bayonet, card Covers, holes, embedded iron parts, etc. In this way, when the formwork components are applied to the cast-in-place concrete hollow floor, the connectors provided on the formwork components can effectively and reliably control the distance between the formwork components, control the width and height of the cast-in-place concrete ribs, and ensure The pouring quality of the internal structure of the floor; at the same time, it is also conducive to the connection and positioning of the formwork components, or the formation of group components to speed up the construction.
本发明的特征还在于所述的下底伸出有挑边或露增强物的挑边。这样,下底伸出有挑边,则模壳构件应用于现浇砼空心楼盖中时,可省去施工模板,大大提高了施工效率。The present invention is also characterized in that the lower bottom protrudes with raised edges or raised edges exposed reinforcements. In this way, the lower bottom protrudes and has raised edges, and when the formwork member is applied to the cast-in-situ concrete hollow floor, the construction formwork can be omitted, and the construction efficiency is greatly improved.
本发明的特征还在于所述的至少两个模壳构件通过挑边连接成成组模壳构件,相邻模壳构件之间构成内肋模腔,或者周围侧壁上与下底接触部位还设置有凹槽。这样,模壳构件的施工更方便快捷,同时可节省施工模板;若周围侧壁上与下底接触部位还设置有凹槽,则内肋模腔中可形成工字形或T形的现浇砼肋,大大提高了现浇砼楼盖的力学性能。The present invention is also characterized in that the at least two formwork members are connected into a group of formwork members through pick-up edges, and the inner rib mold cavity is formed between adjacent formwork members, or the contact parts on the surrounding side walls and the lower bottom are also formed. Provided with grooves. In this way, the construction of formwork components is more convenient and fast, and at the same time, the construction formwork can be saved; if there are grooves on the contact parts of the surrounding side walls and the lower bottom, then I-shaped or T-shaped cast-in-place concrete can be formed in the inner rib cavity. The ribs greatly improve the mechanical properties of the cast-in-place concrete floor.
本发明的特征还在于所述的内肋模腔内设置有间隔撑拉件。这样,在空腔模壳构件应用于现浇砼空心楼盖中时,施工布设更方便,间隔撑拉件可为固定或活动间隔撑拉件,在空腔模壳构件安装完毕后,可将活动撑拉件拆卸回收二次使用,降低空腔模壳构件的生产成本,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 spacer braces are arranged in the cavity of the inner rib. In this way, when the cavity formwork member is applied to the cast-in-place concrete hollow floor, the construction layout is more convenient, and the spacer braces can be fixed or movable. The movable support parts are disassembled and recycled for secondary use, which reduces the production cost of the cavity formwork shell components. At the same time, after the support parts are disassembled, 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 smoothly. In the cavity, the construction is more convenient and the construction efficiency is higher.
本发明的特征还在于所述的上板或周围侧壁或下底或挑边的至少一个上设置有叠合层。这样,由于设置有叠合层,因而模壳构件的制作更容易,生产效率更高,生产成本更低。同时,模壳构件的强度与刚度更大,在码放、运输和施工安装过程中更不易破损。The present invention is also characterized in that at least one of the upper plate or the surrounding side walls or the lower bottom or the flange is provided with a laminated layer. In this way, since the laminated layer is provided, the manufacturing of the formwork member is easier, the production efficiency is higher, and the production cost is lower. At the same time, the strength and rigidity of the formwork components are greater, and they are less likely to be damaged during stacking, transportation, and construction and installation.
本发明的特征还在于所述的上板或周围侧壁或下底的至少一个上设置有叠合层。这样,在模壳构件制作时,由于设置有叠合层,可先制作一面开口的模壳构件,然后,将开口面朝上,将叠合层悬挂或放置于开口面上,再封堵开口面,待料浆硬化后,养护至规定龄期,即可得到基层叠合有叠合层的模壳构件,其制作更容易、生产效率更高,相应成本更低。The present invention is also characterized in that at least one of the upper plate or the surrounding side walls or the lower bottom is provided with a lamination layer. In this way, when the formwork member is made, since the laminated layer is provided, a formwork member with an opening on one side can be made first, then, with the opening face up, the laminated layer is suspended or placed on the opening surface, and then the opening is blocked. On the other hand, after the slurry is hardened and cured to the specified age, a formwork member with a laminated layer on the base layer can be obtained, which is easier to manufacture, higher in production efficiency, and lower in cost.
本发明的特征还在于所述的叠合层为轻骨料砼层、加气砼层、水泥砂浆层、水泥纤维层、水泥钢丝网层、水泥砼层、钢筋砼层、塑料板、金属压型板或木胶板或竹胶板。这样,叠合层制作材料的多样化,可使模壳构件充分满足各种不同情况的需要,有利于降低产品成本。The present invention is also characterized in that the laminated layer is a lightweight aggregate concrete layer, an air-entrained concrete layer, a cement mortar layer, a cement fiber layer, a cement wire mesh layer, a cement concrete layer, a reinforced concrete layer, a plastic plate, a metal press Model board or wood plywood or bamboo plywood. In this way, the diversification of materials for the laminated layer can make the formwork components fully meet the needs of various situations, which is beneficial to reduce product costs.
本发明的特征还在于所述的下底或挑边为水泥砂浆或砼或轻质砼或聚合物砼或聚合物砂浆或其内还含有增强物的下底或挑边,或者模壳构件的上板或周围侧壁的壁为水泥纤维或水泥纤维网或水泥钢筋网或水泥钢丝网或砼板或竹胶板或木胶板或塑料或金属压型板或轻质砼的壁。这样,模壳构件的下底、上板、周围侧壁和挑边制作材料的多样化,可使模壳构件充分满足各种不同情况的需要,有利于降低产品成本。The present invention is also characterized in that said lower bottom or edge is cement mortar or concrete or lightweight concrete or polymer concrete or polymer mortar or the lower bottom or edge that also contains reinforcements therein, or the The wall of the upper board or the surrounding side wall is the wall of cement fiber or cement fiber mesh or cement steel mesh or cement steel wire mesh or concrete board or bamboo glue board or wood glue board or plastic or metal profiled board or light concrete. In this way, the diversification of materials for the lower bottom, upper plate, surrounding side walls and flanges of the formwork member can fully meet the needs of various situations, which is conducive to reducing product costs.
本发明的特征还在于所述的上板、周围侧壁或者下底中的至少一个是由多层粘有胶凝材料的筋或网的增强物叠合胶结而成。这样,由多层粘有胶凝材料的筋或网的增强物叠合而成的上板、周围侧壁或者下底板,具有强度高、刚度大、重量轻等特点,相应模壳构件在码放、运输和施工安装过程中更不易破损。The present invention is also characterized in that at least one of the upper panel, surrounding side walls or lower bottom is formed by lamination and bonding of reinforcements of multiple layers of tendons or nets bonded with cementitious material. In this way, the upper plate, the surrounding side wall or the lower bottom plate formed by laminating the reinforcements of the reinforcements or the nets glued to the cementitious material have the characteristics of high strength, high rigidity, and light weight. , Transportation and construction installation process is less likely to be damaged.
本发明的特征还在于所述的至少两个模壳构件相间排列,彼此之间由间隔撑拉件连接成成组模壳构件,相邻模壳构件之间构成内肋模腔。这样,在模壳构件应用于现浇砼空心楼盖中时,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 at least two formwork components are arranged alternately, and are connected with each other by spacer braces to form a group of formwork components, and inner rib mold cavities are formed between adjacent formwork components. In this way, when the formwork component is applied to the cast-in-situ concrete hollow floor, the construction efficiency and construction speed of the floor are greatly improved.
本发明的特征还在于所述的模壳构件上设置有搬运件。搬运件可为提手、吊钩、吊环或其它装置。这样,可十分方便地将空腔模壳构件码放、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 a carrier is provided on the formwork member. The carrier can be handles, hooks, rings or other devices. In this way, the cavity formwork components 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为上板,2为周围侧壁,3为下底,4为加强筋,5为增强物,以下各附图中,编号相同的,其说明相同。如图1所示,上板1、周围侧壁2和下底3围成多面体空腔模壳构件,下底3上设置有加强筋4,上板1、周围侧壁2、下底3和加强筋4中均设置有增强物5,其加强筋4内的增强物5为一根沿加强筋4方向的顺向拉筋和多根与其相交的其它方向的拉筋。Fig. 1 is a schematic structural diagram of
图2是本发明实施例2的结构示意图,上板1、周围侧壁2和下底3围成多面体空腔模壳构件,下底3上设置有加强筋4,上板1、周围侧壁2和加强筋4中均设置有增强物5,加强筋4内的增强物5为一根沿加强筋4方向的顺向拉筋和多根与其相交的其它方向的拉筋,其顺向拉筋增强物5伸出模壳构件外。Fig. 2 is the structural representation of
图3是本发明实施例3的结构示意图,上板1、周围侧壁2和下底3围成多面体空腔模壳构件,下底3上设置有加强筋4,上板1、周围侧壁2和加强筋4中均设置有增强物5,加强筋4内的增强物5为一根沿加强筋4方向的顺向拉筋和多根与其相交的其它方向的拉筋,其顺向拉筋增强物5上设置有短条。Fig. 3 is the structural representation of
图4是本发明实施例4的结构示意图,上板1、周围侧壁2和下底3围成多面体空腔模壳构件,下底3上设置有加强筋4,上板1、周围侧壁2和加强筋4中均设置有增强物5,其上板和周围侧壁2内的增强物5为纤维网格布,加强筋4内的顺向拉筋增强物5为薄条带。Fig. 4 is a schematic structural view of
图5是本发明实施例5的结构示意图,上板1、周围侧壁2和下底3围成多面体空腔模壳构件,上板1和周围侧壁2上设置有加强筋4,加强筋4中设置有顺向拉筋增强物5和其他方向的拉筋增强物5,其所述的其它方向的拉筋增强物5为多根相互平行的竖向拉筋。Fig. 5 is a schematic structural view of
图6是本发明实施例6的结构示意图,上板1、周围侧壁2和下底3围成多面体空腔模壳构件,上板1和周围侧壁2上设置有加强筋4,加强筋4中设置有顺向拉筋增强物5和其他方向的拉筋增强物5,图示加强筋4内有多根相互斜交的其它方向拉筋增强物5。Fig. 6 is a schematic structural view of
图7是本发明实施例7的结构示意图,上板1、周围侧壁2和下底3围成多面体空腔模壳构件,上板1和周围侧壁2上设置有加强筋4,加强筋4中设置有顺向拉筋增强物5和其他方向的拉筋增强物5,其它方向的拉筋增强物5带有弯钩6。Fig. 7 is the structural representation of embodiment 7 of the present invention,
图8是本发明实施例8的结构示意图,上板1、周围侧壁2和下底3围成多面体空腔模壳构件,上板1和周围侧壁2上设置有加强筋4,加强筋4中设置有顺向拉筋增强物5和其他方向的拉筋增强物5,其顺向拉筋增强物5有两根。Fig. 8 is a schematic structural view of Embodiment 8 of the present invention, the
图9是本发明实施例9的结构示意图,上板1、周围侧壁2和下底3围成多面体空腔模壳构件,下底3上设置有加强筋4,上板1、周围侧壁2和加强筋4中均设置有增强物5,加强筋4内的增强物5为多根沿加强筋4方向布置的的顺向拉筋和多根与其相交的竖向拉筋,其顺向拉筋和竖向拉筋彼此构成网状增强物5。Fig. 9 is a schematic structural view of
图10是本发明实施例10的结构示意图,上板1、周围侧壁2和下底3围成多面体空腔模壳构件,上板1上设置有加强筋4,上板1、周围侧壁2和加强筋4中均设置有增强物5,加强筋4内的增强物5中有一根沿加强筋4方向的顺向拉筋,其顺向拉筋增强物5为预应力顺向拉筋。Fig. 10 is a schematic structural view of Embodiment 10 of the present invention, the
图11是本发明实施例11的结构示意图,上板1、周围侧壁2和下底3围成多面体空腔模壳构件,上板1上设置有加强筋4,加强筋4中均设置有增强物5,其加强筋4为轻质砼握裹顺向拉筋或其它方向拉筋增强物5的加强筋。Fig. 11 is a schematic structural view of
图12是本发明实施例12的结构示意图,上板1、周围侧壁2和下底3围成多面体空腔模壳构件,上板1和周围侧壁2上设置有加强筋4,加强筋4中设置有顺向拉筋增强物5和其他方向的拉筋增强物5,其模壳构件上同时设置有接线盒7、线管8及灯槽盒9。Fig. 12 is a schematic structural view of
图13是本发明实施例13的结构示意图,上板1、周围侧壁2和下底3围成多面体空腔模壳构件,上板1和周围侧壁2上设置有加强筋4,加强筋4中设置有顺向拉筋增强物5和其他方向的拉筋增强物5,模壳构件上同时还设置有接线盒7和线管8,其模壳构件上的接线盒7设置在下底3上。Fig. 13 is a schematic structural view of
图14是本发明实施例14的结构示意图,上板1、周围侧壁2和下底3围成多面体空腔模壳构件,上板1和下底3上设置有加强筋4,加强筋4中设置有增强物5,加强筋4中设置有顺向拉筋增强物5和其他方向的拉筋增强物5,其下底3上设置有吊挂件10,图示吊挂件10为拉钩。Fig. 14 is a schematic structural view of Embodiment 14 of the present invention, the
图15是本发明实施例15的结构示意图,上板1、周围侧壁2和下底3围成多面体空腔模壳构件,下底3上设置有加强筋4,加强筋4中设置有顺向拉筋增强物5和其他方向的拉筋增强物5,其模壳构件上部的竖向剖面形状为拱形。Fig. 15 is a schematic structural view of Embodiment 15 of the present invention. The
图16是本发明实施例16的结构示意图,上板1、周围侧壁2和下底3围成多面体空腔模壳构件,上板1和下底3上设置有加强筋4,加强筋4中设置有顺向拉筋增强物5和其他方向的拉筋增强物5,其模壳构件上还同时设置有阴角11、倒角12、凹坑14、凸台模块15和阳角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,上板1、周围侧壁2和下底3围成多面体空腔模壳构件,上板1和下底3上设置有加强筋4,加强筋4中设置有顺向拉筋增强物5和其他方向的拉筋增强物5,其模壳构件上还同时设置有阴角11、倒角12、凹槽13、和凸条16。Fig. 17 is a schematic structural view of Embodiment 17 of the present invention, the
图18是本发明实施例18的结构示意图,上板1、周围侧壁2和下底3围成多面体空腔模壳构件,上板1和周围侧壁2上设置有加强筋4,加强筋4中设置有顺向拉筋增强物5和其他方向的拉筋增强物5,其模壳构件的封闭空腔内设置有轻质材料18,图示轻质材料18为膨胀珍珠岩。Figure 18 is a schematic structural view of
图19是本发明实施例19的结构示意图,上板1、周围侧壁2和下底3围成多面体空腔模壳构件,上板1上设置有加强筋4,加强筋4中设置有顺向拉筋增强物5和其他方向的拉筋增强物5,其模壳构件的空腔内还同时设置有加劲杆19和加劲肋20。Figure 19 is a schematic structural view of Embodiment 19 of the present invention. The
图20是本发明实施例20的结构示意图,上板1、周围侧壁2和下底3围成多面体空腔模壳构件,下底3上设置有加强筋4,加强筋4中设置有顺向拉筋增强物5和其他方向的拉筋增强物5,其上板1为活动可拆卸的扣合盖板。Figure 20 is a schematic structural view of Embodiment 20 of the present invention. The
图21是本发明实施例21的结构示意图,上板1、周围侧壁2和下底3围成多面体空腔模壳构件,上板1和周围侧壁2上设置有加强筋4,加强筋4中设置有顺向拉筋增强物5和其他方向的拉筋增强物5,其模壳构件的上板1和周围侧壁2的外表面为粗糙的外表面。Figure 21 is a schematic structural view of Embodiment 21 of the present invention, the
图22是本发明实施例22的结构示意图,上板1、周围侧壁2和下底3围成多面体空腔模壳构件,上板1和周围侧壁2上设置有加强筋4,加强筋4中设置有顺向拉筋增强物5和其他方向的拉筋增强物5,其模壳构件上设置有定位构件21,图示定位构件21为支撑定位块。Figure 22 is a schematic structural view of
图23是本发明实施例23的结构示意图,上板1、周围侧壁2和下底3围成多面体空腔模壳构件,下底3上设置有加强筋4,加强筋4中设置有顺向拉筋增强物5和其他方向的拉筋增强物5,其模壳构件上设置有模壳构件之间彼此连接的连接件22,图示连接件22杆件和插销孔洞。Figure 23 is a schematic structural view of
图24是本发明实施例24的结构示意图,上板1、周围侧壁2和下底3围成多面体空腔模壳构件,上板1和周围侧壁2上设置有加强筋4,加强筋4中设置有顺向拉筋增强物5和其他方向的拉筋增强物5,其下底3伸出有挑边23。Fig. 24 is a schematic structural view of
图25是本发明实施例25的结构示意图,上板1、周围侧壁2和下底3围成多面体空腔模壳构件,上板1和周围侧壁2上设置有加强筋4,加强筋4中设置有顺向拉筋增强物5和其他方向的拉筋增强物5,下底3伸出有挑边23,其多个模壳构件通过挑边23连接成成组模壳构件,相邻模壳构件之间构成内肋模腔24,周围侧壁2上与下底3接触部位还设置有凹槽13。Fig. 25 is a schematic structural view of
图26是本发明实施例26的结构示意图,上板1、周围侧壁2和下底3围成多面体空腔模壳构件,上板1和周围侧壁2上设置有加强筋4,加强筋4中设置有顺向拉筋增强物5和其他方向的拉筋增强物5,下底3伸出有挑边23,多个模壳构件通过挑边23连接成成组模壳构件,相邻模壳构件之间构成内肋模腔24,周围侧壁2上与下底3接触部位还设置有凹槽13,其内肋模腔24内设置有间隔撑拉件25,图示间隔撑拉件25为杆件。Fig. 26 is a schematic structural view of
图27是本发明实施例27的结构示意图,上板1、周围侧壁2和下底3围成多面体空腔模壳构件,上板1和周围侧壁2上设置有加强筋4,加强筋4中设置有顺向拉筋增强物5和其他方向的拉筋增强物5,下底3伸出有挑边23,多个模壳构件通过挑边23连接成成组模壳构件,相邻模壳构件之间构成内肋模腔24,周围侧壁2上与下底3接触部位还设置有凹槽13,其下底3上设置有叠合层26。Figure 27 is a schematic structural view of
图28是本发明实施例28的结构示意图,上板1、周围侧壁2和下底3围成多面体空腔模壳构件,上板1和周围侧壁2上设置有加强筋4,加强筋4中设置有顺向拉筋增强物5和其他方向的拉筋增强物5,其下底3上设置有叠合层26。Fig. 28 is a schematic structural view of Embodiment 28 of the present invention. The
图29是本发明实施例29的结构示意图,上板1、周围侧壁2和下底3围成多面体空腔模壳构件,上板1和周围侧壁2上设置有加强筋4,加强筋4中设置有顺向拉筋增强物5和其他方向的拉筋增强物5,下底3上设置有叠合层26,其叠合层26为轻骨料砼层。Figure 29 is a schematic structural view of Embodiment 29 of the present invention, the
图30是本发明实施例30的结构示意图,上板1、周围侧壁2和下底3围成多面体空腔模壳构件,上板1和周围侧壁2上设置有加强筋4,加强筋4中设置有顺向拉筋增强物5和其他方向的拉筋增强物5,其下底3和挑边23为其内含有钢丝网增强物5的砼下底和挑边,上板1和周围侧壁2的壁为纤维网格布水泥砂浆壁。Fig. 30 is a schematic structural view of Embodiment 30 of the present invention. The
图31是本发明实施例31的结构示意图,上板1、周围侧壁2和下底3围成多面体空腔模壳构件,上板1和周围侧壁2上设置有加强筋4,加强筋4中设置有顺向拉筋增强物5和其他方向的拉筋增强物5,其上板1和周围侧壁2是由多层粘有胶凝材料的网状增强物5叠合胶结而成。Fig. 31 is a schematic structural view of Embodiment 31 of the present invention. The
图32是本发明实施例32的结构示意图,上板1、周围侧壁2和下底3围成多面体空腔模壳构件,上板1和周围侧壁2上设置有加强筋4,加强筋4中设置有顺向拉筋增强物5和其他方向的拉筋增强物5,其多个模壳构件相间排列,彼此之间由间隔撑拉件25连接成成组模壳构件,相邻模壳构件之间构成内肋模腔24。Fig. 32 is a schematic structural view of Embodiment 32 of the present invention. 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,包括上板1、周围侧壁2、下底3,上板1、周围侧壁2、下底3围成多面体空腔模壳构件,上板1、周围侧壁2或下底3的至少一个上设置有加强筋4,上板1、周围侧壁2、下底3或加强筋4中的至少一个中设置有增强物5,其特征在于所述的加强筋4内的增强物5为至少一根沿加强筋4方向的顺向拉筋和至少一根与其相交的其它方向的拉筋。图1是本发明实施例1的结构示意图。各附图中,1为上板,2为周围侧壁,3为下底,4为加强筋,5为增强物,以下各附图中,编号相同的,其说明相同。如图1所示,上板1、周围侧壁2和下底3围成多面体空腔模壳构件,下底3上设置有加强筋4,上板1、周围侧壁2、下底3和加强筋4中均设置有增强物5,其加强筋4内的增强物5为一根沿加强筋4方向的顺向拉筋和多根与其相交的其它方向的拉筋。As shown in the accompanying drawings, the present invention includes an
本发明还在于所述的顺向拉筋增强物5伸出模壳构件外。图2是本发明实施例2的结构示意图,上板1、周围侧壁2和下底3围成多面体空腔模壳构件,下底3上设置有加强筋4,上板1、周围侧壁2和加强筋4中均设置有增强物5,加强筋4内的增强物5为一根沿加强筋4方向的顺向拉筋和多根与其相交的其它方向的拉筋,其顺向拉筋增强物5伸出模壳构件外。The present invention also lies in that the said
本发明还在于所述的顺向拉筋增强物5上设置有凸出物或凹形或短条。图3是本发明实施例3的结构示意图,上板1、周围侧壁2和下底3围成多面体空腔模壳构件,下底3上设置有加强筋4,上板1、周围侧壁2和加强筋4中均设置有增强物5,加强筋4内的增强物5为一根沿加强筋4方向的顺向拉筋和多根与其相交的其它方向的拉筋,其顺向拉筋增强物5上设置有短条。The present invention also lies in that the above-mentioned
本发明还在于所述的增强物5为薄条带。图4是本发明实施例4的结构示意图,上板1、周围侧壁2和下底3围成多面体空腔模壳构件,下底3上设置有加强筋4,上板1、周围侧壁2和加强筋4中均设置有增强物5,其上板和周围侧壁2内的增强物5为纤维网格布,加强筋4内的顺向拉筋增强物5为薄条带。The invention also consists in that said
本发明还在于所述的薄条带为有孔薄条带或有钉薄条带。The invention also lies in that the thin strip is a thin strip with holes or a thin strip with nails.
本发明还在于所述的其它方向的拉筋增强物5为两根以上且相互平行的竖向拉筋或伸出模壳构件外的竖向拉筋。图5是本发明实施例5的结构示意图,上板1、周围侧壁2和下底3围成多面体空腔模壳构件,上板1和周围侧壁2上设置有加强筋4,加强筋4中设置有顺向拉筋增强物5和其他方向的拉筋增强物5,其所述的其它方向的拉筋增强物5为多根相互平行的竖向拉筋。The present invention also lies in that the
本发明还在于所述的加强筋4内有两根以上斜交、立交或延伸后相交的其它方向拉筋增强物5。图6是本发明实施例6的结构示意图,上板1、周围侧壁2和下底3围成多面体空腔模壳构件,上板1和周围侧壁2上设置有加强筋4,加强筋4中设置有顺向拉筋增强物5和其他方向的拉筋增强物5,图示加强筋4内有多根相互斜交的其它方向拉筋增强物5。The present invention also lies in that there are more than two
本发明还在于所述的其它方向的拉筋增强物5带有弯钩6。图7是本发明实施例7的结构示意图,上板1、周围侧壁2和下底3围成多面体空腔模壳构件,上板1和周围侧壁2上设置有加强筋4,加强筋4中设置有顺向拉筋增强物5和其他方向的拉筋增强物5,其它方向的拉筋增强物5带有弯钩6。The present invention also lies in that the said
本发明还在于所述的顺向拉筋增强物5有两根。图8是本发明实施例8的结构示意图,上板1、周围侧壁2和下底3围成多面体空腔模壳构件,上板1和周围侧壁2上设置有加强筋4,加强筋4中设置有顺向拉筋增强物5和其他方向的拉筋增强物5,其顺向拉筋增强物5有两根。The present invention also lies in the fact that there are two
本发明还在于所述的顺向拉筋和竖向拉筋彼此构成网状增强物5。图9是本发明实施例9的结构示意图,上板1、周围侧壁2和下底3围成多面体空腔模壳构件,下底3上设置有加强筋4,上板1、周围侧壁2和加强筋4中均设置有增强物5,加强筋4内的增强物5为多根沿加强筋4方向布置的的顺向拉筋和多根与其相交的竖向拉筋,其顺向拉筋和竖向拉筋彼此构成网状增强物5。The present invention also lies in that the above-mentioned longitudinal tie bars and vertical tie bars form a
本发明还在于所述的顺向拉筋增强物5为预应力顺向拉筋。图10是本发明实施例10的结构示意图,上板1、周围侧壁2和下底3围成多面体空腔模壳构件,上板1上设置有加强筋4,上板1、周围侧壁2和加强筋4中均设置有增强物5,加强筋4内的增强物5中有一根沿加强筋4方向的顺向拉筋,其顺向拉筋增强物5为预应力顺向拉筋。The present invention also lies in that the said
本发明还在于所述的加强筋4为水泥砂浆或砼或轻质砼握裹顺向拉筋或其它方向拉筋增强物5的加强筋。图11是本发明实施例11的结构示意图,上板1、周围侧壁2和下底3围成多面体空腔模壳构件,上板1上设置有加强筋4,加强筋4中均设置有增强物5,其加强筋4为轻质砼握裹顺向拉筋或其它方向拉筋增强物5的加强筋。The present invention also lies in that the reinforcing
本发明还在于所述的模壳构件上有接线盒7或线管8或灯槽盒9中的至少一个。图12是本发明实施例12的结构示意图,上板1、周围侧壁2和下底3围成多面体空腔模壳构件,上板1和周围侧壁2上设置有加强筋4,加强筋4中设置有顺向拉筋增强物5和其他方向的拉筋增强物5,其模壳构件上同时设置有接线盒7、线管8及灯槽盒9。The present invention also lies in that there is at least one of the junction box 7 or the wire pipe 8 or the
本发明还在于所述的模壳构件上的接线盒7或线管8或灯槽盒9设置在下底3上。图13是本发明实施例13的结构示意图,上板1、周围侧壁2和下底3围成多面体空腔模壳构件,上板1和周围侧壁2上设置有加强筋4,加强筋4中设置有顺向拉筋增强物5和其他方向的拉筋增强物5,模壳构件上同时还设置有接线盒7和线管8,其模壳构件上的接线盒7设置在下底3上。The present invention also lies in that the junction box 7 or the wire pipe 8 or the
本发明还在于所述的下底3上设置有至少一个吊挂件或吊挂预埋件10。图14是本发明实施例14的结构示意图,上板1、周围侧壁2和下底3围成多面体空腔模壳构件,上板1和下底3上设置有加强筋4,加强筋4中设置有增强物5,加强筋4中设置有顺向拉筋增强物5和其他方向的拉筋增强物5,其下底3上设置有吊挂件10,图示吊挂件10为拉钩。The present invention also lies in that at least one hanging part or hanging embedded part 10 is arranged on the
本发明还在于所述的模壳构件的水平剖面或竖向剖面形状为长方形、正方形、多边形、波纹形或圆形。图15是本发明实施例15的结构示意图,上板1、周围侧壁2和下底3围成多面体空腔模壳构件,下底3上设置有加强筋4,加强筋4中设置有顺向拉筋增强物5和其他方向的拉筋增强物5,其模壳构件上部的竖向剖面形状为拱形。The present invention also lies in that the horizontal section or vertical section shape of the formwork member is rectangular, square, polygonal, corrugated or circular. Fig. 15 is a schematic structural view of Embodiment 15 of the present invention. The
本发明还在于所述的多边形为弧角多边形、倒角多边形或者多弧边形。The present invention also lies in that the polygon is an arc-angle polygon, a chamfered polygon or a multi-arc polygon.
本发明还在于所述的模壳构件上还设置有阴角11、倒角12、凹槽13、凹坑14、凸台模块15、凸条16、阳角17中的至少一个。图16是本发明实施例16的结构示意图,上板1、周围侧壁2和下底3围成多面体空腔模壳构件,上板1和下底3上设置有加强筋4,加强筋4中设置有顺向拉筋增强物5和其他方向的拉筋增强物5,其模壳构件上还同时设置有阴角11、倒角12、凹坑14、凸台模块15和阳角17。图17是本发明实施例17的结构示意图,上板1、周围侧壁2和下底3围成多面体空腔模壳构件,上板1和下底3上设置有加强筋4,加强筋4中设置有顺向拉筋增强物5和其他方向的拉筋增强物5,其模壳构件上还同时设置有阴角11、倒角12、凹槽13、和凸条16。The present invention also lies in that at least one of the
本发明还在于所述的阴角11、倒角12、凹槽13、凸条16自身或相互呈平行、正交、斜交或立交设置或形成网格。如图17所示,上板1、周围侧壁2和下底3围成多面体空腔模壳构件,上板1和下底3上设置有加强筋4,加强筋4中设置有顺向拉筋增强物5和其他方向的拉筋增强物5,模壳构件上还同时设置有阴角11、倒角12、凹槽13、和凸条16,其所述的阴角11、倒角12、凹槽13、凸条16自身或相互呈平行、正交、斜交或立交设置或形成网格。The present invention also lies in that the
本发明还在于所述的模壳构件的封闭空腔内设置有轻质材料18。图18是本发明实施例18的结构示意图,上板1、周围侧壁2和下底3围成多面体空腔模壳构件,上板1和周围侧壁2上设置有加强筋4,加强筋4中设置有顺向拉筋增强物5和其他方向的拉筋增强物5,其模壳构件的封闭空腔内设置有轻质材料18,图示轻质材料18为膨胀珍珠岩。The present invention also lies in that a
本发明还在于所述的模壳构件的空腔内还设置有加劲杆19、加劲肋20中的至少一个,或者加劲杆19、加劲肋20中的至少一个露出模壳构件外,或者还向外露出有增强物5。图19是本发明实施例19的结构示意图,上板1、周围侧壁2和下底3围成多面体空腔模壳构件,上板1上设置有加强筋4,加强筋4中设置有顺向拉筋增强物5和其他方向的拉筋增强物5,其模壳构件的空腔内还同时设置有加劲杆19和加劲肋20。The present invention also lies in that at least one of the stiffening rod 19 and the stiffening rib 20 is also arranged in the cavity of the formwork member, or at least one of the stiffening rod 19 and the stiffener 20 is exposed outside the formwork member, or is also exposed to the outside of the formwork member.
本发明还在于所述的上板1或周围侧壁2中的至少一个为或有可拆卸的活动部件。图20是本发明实施例20的结构示意图,上板1、周围侧壁2和下底3围成多面体空腔模壳构件,下底3上设置有加强筋4,加强筋4中设置有顺向拉筋增强物5和其他方向的拉筋增强物5,其上板1为活动可拆卸的扣合盖板。The present invention also lies in that at least one of said
本发明还在于所述的模壳构件的上板1、周围侧壁2的外表面中的至少一个为拱壳形、波纹形、锯齿形、拉毛形或者糙面外表面。图21是本发明实施例21的结构示意图,上板1、周围侧壁2和下底3围成多面体空腔模壳构件,上板1和周围侧壁2上设置有加强筋4,加强筋4中设置有顺向拉筋增强物5和其他方向的拉筋增强物5,其模壳构件的上板1和周围侧壁2的外表面为粗糙的外表面。The present invention also lies in that at least one of the outer surfaces of the
本发明还在于所述的模壳构件上设置有定位构件21。图22是本发明实施例22的结构示意图,上板1、周围侧壁2和下底3围成多面体空腔模壳构件,上板1和周围侧壁2上设置有加强筋4,加强筋4中设置有顺向拉筋增强物5和其他方向的拉筋增强物5,其模壳构件上设置有定位构件21,图示定位构件21为支撑定位块。The present invention also lies in that the positioning member 21 is arranged on the said formwork member. Figure 22 is a schematic structural view of
本发明还在于所述的模壳构件上设置有模壳构件之间彼此连接的连接件22。图23是本发明实施例23的结构示意图,上板1、周围侧壁2和下底3围成多面体空腔模壳构件,下底3上设置有加强筋4,加强筋4中设置有顺向拉筋增强物5和其他方向的拉筋增强物5,其模壳构件上设置有模壳构件之间彼此连接的连接件22,图示连接件22杆件和插销孔洞。The present invention also lies in that the above-mentioned formwork components are provided with connecting
本发明还在于所述的下底3伸出有挑边23或露增强物5的挑边23。图24是本发明实施例24的结构示意图,上板1、周围侧壁2和下底3围成多面体空腔模壳构件,上板1和周围侧壁2上设置有加强筋4,加强筋4中设置有顺向拉筋增强物5和其他方向的拉筋增强物5,其下底3伸出有挑边23。The present invention also lies in that the
本发明还在于所述的至少两个模壳构件通过挑边23连接成成组模壳构件,相邻模壳构件之间构成内肋模腔24,或者周围侧壁2上与下底3接触部位还设置有凹槽13。图25是本发明实施例25的结构示意图,上板1、周围侧壁2和下底3围成多面体空腔模壳构件,上板1和周围侧壁2上设置有加强筋4,加强筋4中设置有顺向拉筋增强物5和其他方向的拉筋增强物5,下底3伸出有挑边23,其多个模壳构件通过挑边23连接成成组模壳构件,相邻模壳构件之间构成内肋模腔24,周围侧壁2上与下底3接触部位还设置有凹槽13。The present invention also lies in that said at least two formwork components are connected into a group of formwork components through
本发明还在于所述的内肋模腔24内设置有间隔撑拉件25。图26是本发明实施例26的结构示意图,上板1、周围侧壁2和下底3围成多面体空腔模壳构件,上板1和周围侧壁2上设置有加强筋4,加强筋4中设置有顺向拉筋增强物5和其他方向的拉筋增强物5,下底3伸出有挑边23,多个模壳构件通过挑边23连接成成组模壳构件,相邻模壳构件之间构成内肋模腔24,周围侧壁2上与下底3接触部位还设置有凹槽13,其内肋模腔24内设置有间隔撑拉件25,图示间隔撑拉件25为杆件。The present invention also lies in that spacer braces 25 are arranged in the
本发明还在于所述的上板1或周围侧壁2或下底3或挑边23的至少一个上设置有叠合层26。图27是本发明实施例27的结构示意图,上板1、周围侧壁2和下底3围成多面体空腔模壳构件,上板1和周围侧壁2上设置有加强筋4,加强筋4中设置有顺向拉筋增强物5和其他方向的拉筋增强物5,下底3伸出有挑边23,多个模壳构件通过挑边23连接成成组模壳构件,相邻模壳构件之间构成内肋模腔24,周围侧壁2上与下底3接触部位还设置有凹槽13,其下底3上设置有叠合层26。The present invention also lies in that at least one of the
本发明还在于所述的上板1或周围侧壁2或下底3的至少一个上设置有叠合层26。图28是本发明实施例28的结构示意图,上板1、周围侧壁2和下底3围成多面体空腔模壳构件,上板1和周围侧壁2上设置有加强筋4,加强筋4中设置有顺向拉筋增强物5和其他方向的拉筋增强物5,其下底3上设置有叠合层26。The present invention also lies in that at least one of the
本发明还在于所述的叠合层26为轻骨料砼层、加气砼层、水泥砂浆层、水泥纤维层、水泥钢丝网层、水泥砼层、钢筋砼层、塑料板、金属压型板或木胶板或竹胶板。图29是本发明实施例29的结构示意图,上板1、周围侧壁2和下底3围成多面体空腔模壳构件,上板1和周围侧壁2上设置有加强筋4,加强筋4中设置有顺向拉筋增强物5和其他方向的拉筋增强物5,下底3上设置有叠合层26,其叠合层26为轻骨料砼层。The present invention also lies in that the
本发明还在于所述的下底3或挑边23为水泥砂浆或砼或轻质砼或聚合物砼或聚合物砂浆或其内还含有增强物5的下底或挑边,或者模壳构件的上板1或周围侧壁2的壁为水泥纤维或水泥纤维网或水泥钢筋网或水泥钢丝网或砼板或竹胶板或木胶板或塑料或金属压型板或轻质砼的壁。图30是本发明实施例30的结构示意图,上板1、周围侧壁2和下底3围成多面体空腔模壳构件,上板1和周围侧壁2上设置有加强筋4,加强筋4中设置有顺向拉筋增强物5和其他方向的拉筋增强物5,其下底3和挑边23为其内含有钢丝网增强物5的砼下底和挑边,上板1和周围侧壁2的壁为纤维网格布水泥砂浆壁。The present invention also lies in that said
本发明还在于所述的上板1、周围侧壁2或者下底3中的至少一个是由多层粘有胶凝材料的筋或网的增强物5叠合胶结而成。图31是本发明实施例31的结构示意图,上板1、周围侧壁2和下底3围成多面体空腔模壳构件,上板1和周围侧壁2上设置有加强筋4,加强筋4中设置有顺向拉筋增强物5和其他方向的拉筋增强物5,其上板1和周围侧壁2是由多层粘有胶凝材料的网状增强物5叠合胶结而成。The present invention also lies in that at least one of the
本发明还在于所述的至少两个模壳构件相间排列,彼此之间由间隔撑拉件25连接成成组模壳构件,相邻模壳构件之间构成内肋模腔24。图32是本发明实施例32的结构示意图,上板1、周围侧壁2和下底3围成多面体空腔模壳构件,上板1和周围侧壁2上设置有加强筋4,加强筋4中设置有顺向拉筋增强物5和其他方向的拉筋增强物5,其多个模壳构件相间排列,彼此之间由间隔撑拉件25连接成成组模壳构件,相邻模壳构件之间构成内肋模腔24。The present invention also lies in that the at least two formwork components are arranged alternately, and are connected with each other by spacer braces 25 to form a group of formwork components, and
本发明还在于所述的模壳构件上设置有搬运件27。如图25、图26、图27所示,其模壳构件的挑边23上还设置有搬运件27,图示搬运件27为提手。The present invention also lies in that a
本发明实施时,先拌制水泥砂浆,在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由上板1和周围侧壁2围成的开口模壳构件,同时其周围侧壁2在开口处伸出有纤维网格布或钢丝网增强物5,然后,在下底模具中制作带加强筋4的钢丝网水泥砂浆下底3,加强筋4内设置有顺向拉筋和其它方向的拉筋增强物5,在下底3未凝结硬化前,将开口模壳构件的开口边与下底3相连接,同时将伸出的纤维网格布或钢丝网增强物5锚固在下底3内,待凝结硬化后,养护至规定龄期,即得砼填充用模壳构件。During the implementation of the present invention, cement mortar is first mixed, and one deck of cement mortar and one deck fiber mesh cloth (or steel wire mesh) are made in the mould, and the multi-layer superposition of one deck of cement mortar consists of
Claims (35)
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| CN 200310104266 CN1280503C (en) | 2003-10-27 | 2003-10-27 | Formwork member for concrete filling |
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| CN 200610137042 Division CN1940215A (en) | 2003-10-27 | 2003-10-27 | Mold-shell constructural component for filling concrete |
| CNB2006101372562A Division CN100489230C (en) | 2003-10-27 | 2003-10-27 | Formwork component for filling concrete |
| CN 200610137257 Division CN1940223A (en) | 2003-10-27 | 2003-10-27 | Mold-shell constructural component for filling concrete |
| CN 200610137041 Division CN1940214A (en) | 2003-10-27 | 2003-10-27 | Mold-shell constructural component for filling concrete |
| CNB2006101372543A Division CN100467756C (en) | 2003-10-27 | 2003-10-27 | Formwork member for concrete filling |
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