CN1609369A - A cavity formwork member - Google Patents
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- CN1609369A CN1609369A CN 200310101169 CN200310101169A CN1609369A CN 1609369 A CN1609369 A CN 1609369A CN 200310101169 CN200310101169 CN 200310101169 CN 200310101169 A CN200310101169 A CN 200310101169A CN 1609369 A CN1609369 A CN 1609369A
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Abstract
Description
(一)技术领域(1) Technical field
本发明涉及一种空腔模壳构件。The present invention relates to a cavity formwork member.
(二)背景技术(2) Background technology
目前,现浇砼空心楼盖是应用较广的楼盖结构形式,其内填充的轻质永久胎模有各种空心管和盒子,盒子有空心的或实心的。如申请人于1999年11月29日申请的专利号为ZL99249798.1、名称为“钢筋砼填充用纤维增强型薄壁构件”实用新型专利,它公开了一种薄壁模壳构件,包括上板、周围侧壁、下底,上板、周围侧壁、下底围成多面体空腔,上板、周围侧壁、下底内含有纤维增强物。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、下底内含有纤维或钢丝网等增强物,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。但是,这种空腔模壳构件内无加强构造,因而空腔模壳构件的整体强度和刚度较差,易出现空腔模壳构件破损的现象,应用于现浇砼空心楼盖后,也不能较好地参与现浇砼空心楼盖的受力与传力。因此,研制一种新型的空腔模壳构件已为急需。At present, the cast-in-place concrete hollow floor is a widely used floor structure. The lightweight permanent tire molds filled in it include various hollow tubes and boxes, and the boxes are hollow or solid. For example, the patent No. ZL99249798.1, which the applicant applied for on November 29, 1999, is a utility model patent named "fiber-reinforced thin-walled member for reinforced concrete filling", which discloses a thin-walled formwork member, including an upper plate, The surrounding side walls, the lower bottom, the upper plate, the surrounding side walls, and the lower bottom form a polyhedral cavity, and the upper plate, the surrounding side walls, and the lower bottom contain fiber reinforcements. 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 slabs" patent application for invention, which includes "upper plate, The surrounding side walls, the lower bottom, the upper plate, the surrounding side walls, and the lower bottom form a polyhedral cavity formwork member, and the upper plate, surrounding side walls, and lower bottom contain reinforcements such as fibers or steel wire mesh. This cavity formwork The components have the characteristics of light weight, high strength, simple structure, and convenient construction and transportation. However, there is no reinforcing structure in this cavity formwork component, so the overall strength and rigidity of the cavity formwork component are poor, and cavity formwork is prone to occur. The damaged phenomenon of the shell member, after being applied to the cast-in-place concrete hollow floor, can not participate in the stress and power transmission of the cast-in-place concrete hollow floor. Therefore, it is urgently needed to develop a new cavity formwork member .
(三)发明内容(3) Contents of the invention
本发明的目的在于提供一种空腔模壳构件,具有强度高、刚度大、不易破损、能参与楼盖的受力与传力、制作容易等特点。The purpose of the present invention is to provide a cavity formwork member, which has the characteristics of high strength, high rigidity, not easy to be damaged, can participate in the force bearing and transmission of the floor, and is easy to manufacture.
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、下底板,上板、周围侧壁、下底板围合成多面体空腔模壳构件,上板、周围侧壁、下底板的至少一个中含有增强物,其特征在于还包括有至少一根杆件,杆件为后浇成型的杆件湿料浆叠合在预制的上板、周围侧壁或下底板上形成。这样,由于空腔模壳构件内设置有加劲的杆件,因而空腔模壳构件的强度高、刚度大、不易出现空腔模壳构件破损的现象,应用于现浇砼空心楼盖后,能参与楼盖的受力与传力;同时,由于杆件为湿料浆叠合固定在预制的上板或周围侧壁或下底板上,虽彼此之间存在粘结界面,但模壳构件的制作更容易,生产效率更高,成本更低;此外,空腔模壳构件还具有结构简单、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, the lower bottom plate, the upper plate, the surrounding side walls, and the lower bottom plate enclose a polyhedron cavity formwork member, the upper plate, the surrounding side walls, At least one of the lower bottom plates contains reinforcements, and is characterized in that it also includes at least one rod, which is formed by post-casting wet slurry on the prefabricated upper board, surrounding side walls or lower bottom board . In this way, since the cavity formwork member is provided with stiffening rods, the strength of the cavity formwork member is high, the rigidity is large, and the phenomenon of damage to the cavity formwork member is not easy to occur. After being applied to the cast-in-place concrete hollow floor, It can participate in the force bearing and transmission of the floor; at the same time, since the rods are superimposed and fixed on the prefabricated upper plate or surrounding side walls or lower floor by wet slurry, although there are bonding interfaces between them, the formwork components The production is easier, the production efficiency is higher, and the cost is lower; in addition, the cavity formwork member also has the characteristics of simple structure, convenient construction, and fast construction speed, thereby achieving the purpose of the present invention and being suitable for cast-in-place reinforced concrete or Prestressed reinforced concrete hollow floors, roofs, walls, foundation slabs and hollow bridges, especially suitable for hollow beamless floors.
本发明的特征还在于所述的杆件内含有增强物。这样,杆件的强度与刚度得到了大幅度的提高,其受力与传力性能更好。The invention is also characterized in that said rod contains reinforcements therein. In this way, the strength and rigidity of the bar are greatly improved, and its force bearing and force transmission performance is better.
本发明的特征还在于杆件内的增强物与空腔模壳构件上连接处伸出的增强物拉结成一体。这样,杆件通过增强物与空腔模壳构件的壁连结为整体,大大提高了空腔模壳构件的整体力学性能。The invention is also characterized in that the reinforcements in the bars are integral with the reinforcements projecting from the joints on the cavity formwork members. In this way, the rod is integrally connected with the wall of the cavity formwork component through the reinforcement, which greatly improves the overall mechanical properties of the cavity formwork component.
本发明的特征还在于杆件的一端伸出空腔模壳构件外,杆身的四周通过湿料浆与空腔模壳构件的基层连结成整体,或者杆端还露出有增强物。这样,模壳构件应用于现浇砼空心楼盖中后,其模壳构件外的杆件伸出部分和现浇砼接合形成了一体,实现了无隔离层直接接合,使模壳构件内的杆件与现浇砼之间的粘结与嵌固更好,较好地解决了预制与现浇砼之间的结合强度低和协同工作性能不好的问题,大幅度提高了楼盖的受力性能和整体性能。若还露出增强物,则与现浇砼粘结更牢,楼盖的整体性更好。The present invention is also characterized in that one end of the rod protrudes out of the cavity formwork member, and the periphery of the rod body is integrally connected with the base layer of the cavity formwork member through wet slurry, or reinforcements are exposed at the end of the rod. In this way, after the formwork member is applied to the cast-in-place concrete hollow floor, the protruding part of the bar outside the formwork member is joined with the cast-in-place concrete to form an integral body, which realizes direct bonding without an isolation layer, and makes the inside of the formwork member The bonding and embedding between the rods and the cast-in-place concrete are better, which better solves the problems of low bonding strength and poor cooperative work performance between the prefabricated and cast-in-place concrete, and greatly improves the floor’s bearing capacity. performance and overall performance. If the reinforcement is still exposed, the bond with 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上板、周围侧壁或下底板内的增强物彼此伸入相邻的各构件的基体中相互拉结锚固,或者还有增强物露出。增强物为丝、筋细长构件,或丝、筋细长构件编织或纺织的布和网,或无纺胶粘布、网,或片、条带,或上述二者以上组合,如增强物可为钢筋、钢丝、钢筋网、钢丝网、纤维、纤维丝束、纤维网格布、无纺布、金属薄条带、有孔薄条带、包装带、编织带等中的至少一种。这样,增强物伸入相邻的各构件的基体中相互拉结,则模壳构件的整体性更好,强度更高,刚度更大。同时,增强物的种类多,便于设计与生产制作模壳构件时增强物的选用,有利于降低材料成本,以满足各种不同场合的需要。The present invention is also characterized in that the reinforcements in the upper plate, the surrounding side walls or the lower bottom plate protrude into the base bodies of adjacent components and anchor each other, or the reinforcements are exposed. Reinforcements are elongated members of filaments or tendons, or woven or woven cloth and nets of filaments or elongated members of tendons, or non-woven adhesive cloths, nets, or sheets, strips, or combinations of the above two or more, such as reinforcements It can be at least one of steel bar, steel wire, 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, etc. In this way, the reinforcements protrude into the matrix of adjacent components and tie each other, so the integrity of the formwork components is better, the strength is higher, and the rigidity is greater. At the same time, there are many types of reinforcements, which is convenient for the selection of reinforcements in the design and production of formwork components, and is conducive to reducing material costs to meet the needs of various occasions.
本发明的特征还在于形成杆件的杆模未拆除,与杆件形成复合杆件。这样,杆件的生产、制作方便,省去了杆模拆除工序,同时,因杆模和杆件形成了复合杆件,使杆件的强度及刚度得到了大幅度的提高,力学性能更加可靠。The present invention is also characterized in that the rod form forming the rod is not dismantled and forms a composite rod with the rod. In this way, the production and manufacture of the rod is convenient, and the dismantling process of the rod mold is omitted. At the same time, because the rod mold and the rod form a composite rod, the strength and stiffness of the rod are greatly improved, and the mechanical properties are more reliable. .
本发明的特征还在于所述的空腔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、弧角多边形、倒角多边形、多弧边形、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 cavity formwork member is rectangular, square, polygonal, arc-angled polygon, chamfered polygon, polygonal-arc, 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空腔模壳构件上还设置有阴角、倒角、凹槽、凹坑、孔洞、凸台模块、凸条、阳角中的至少一个。这样,当模壳构件应用于现浇砼空心楼盖中后,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, holes, boss modules, convex lines, and external corners is provided on the cavity 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空腔模壳构件的封闭空腔内还设置有加劲肋、加强筋中的至少一个,或者有加劲肋、加强筋中的至少一个露出空腔模壳构件外,或者加劲肋、加强筋上还有增强物露出,或者加劲肋、加强筋与基层叠合或叠合后露筋、网增强物。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肋、加强筋或者外露的加劲肋、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;若预制的加劲肋、加强筋叠合在基层上,则模壳构件的制作更方便。The present invention is also characterized in that at least one of stiffening ribs and reinforcing ribs is provided in the closed cavity of the cavity formwork member, or at least one of the stiffening ribs and reinforcing ribs is exposed outside the cavity formwork member. , or there are reinforcements exposed on the stiffeners and reinforcements, or the reinforcements and net reinforcements are exposed after the stiffeners and reinforcements are laminated with the base layer or laminated. In this way, when the formwork components are applied to the cast-in-place concrete hollow floor, the stiffeners, ribs or exposed stiffeners and ribs set in the formwork components can form a composite combination of cast-in-place and prefabrication with the cast-in-place concrete. structure, optimizing the internal stress system of the cast-in-place concrete hollow floor. If there are reinforcements exposed on it, the formwork components will be more firmly bonded to the cast-in-place concrete, and the integrity of the floor will be better; more convenient.
本发明的特征还在于所述的杆件叠合在模壳构件的加强筋上。这样,后浇成型的湿料浆杆件和模壳构件上的加强筋连为整体,形成了模壳空腔内部空间传力结构,大大提高了空腔模壳构件的应力传递性能,同时,也大幅度提高了空腔模壳构件的强度。The invention is also characterized in that said rods are superimposed on the ribs of the formwork members. In this way, the post-cast wet slurry rods and the reinforcing ribs on the formwork components are connected as a whole, forming a force transmission structure in the inner space of the formwork cavity, which greatly improves the stress transfer performance of the cavity formwork components. At the same time, It also greatly improves the strength of the cavity formwork member.
本发明的特征还在于所述的杆件内的增强物与模壳构件上的加强筋内的增强物连结。这样,通过增强物的连接使得杆件与加劲肋或加强筋形成一整体受力结构,大大改善了空腔模壳构件的力学性能。The invention is also characterized in that the reinforcements in the bars are connected to the reinforcements in the ribs on the formwork members. In this way, through the connection of the reinforcements, the rods and the stiffeners or ribs form an integral force-bearing structure, which greatly improves the mechanical properties of the cavity formwork member.
本发明的特征还在于所述的空腔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 cavity 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空腔模壳构件的上板、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。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 cavity formwork member is a 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空腔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 arranged on the cavity 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空腔模壳构件上设置有空腔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 cavity formwork components are provided with connectors for connecting the cavity formwork components with 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板伸出有挑边或露增强物的挑边,或者至少两个以上的空腔模壳构件通过挑边连接成成组模壳构件。这样,下底板伸出有挑板,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;若多个模壳构件通过挑边连接成成组模壳构件,则模壳构件的施工效率更高,施工成本更低。The present invention is also characterized in that the lower bottom plate protrudes from the raised edge or the raised edge exposed from the reinforcement, or at least two or more cavity formwork components are connected into a group of formwork components through the raised edge. In this way, the lower base plate protrudes from the pick-up plate, and when the formwork components are applied to the cast-in-place concrete hollow floor, the construction formwork can be omitted, which greatly improves the construction efficiency; Formwork components, the construction efficiency of the formwork components is higher, and the construction cost is lower.
本发明的特征还在于所述的上板或周围侧壁或下底板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 board or the surrounding side walls or the lower bottom board 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板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 floor 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下底板为水泥砂浆、砼、轻质砼、聚合物砼、聚合物砂浆的下底,或者空腔模壳构件的上板或周围侧壁的壁为水泥纤维、水泥纤维网、水泥钢筋网、水泥钢丝网、砼板、木胶板、塑料、金属压型板、轻质砼的壁。这样,模壳构件的下底板、上板和周围侧壁制作材料的多样化,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 lower bottom plate is the lower bottom of cement mortar, concrete, lightweight concrete, polymer concrete, polymer mortar, or the upper plate of the cavity formwork member or the wall of the surrounding side wall is cement fiber , cement fiber mesh, cement steel mesh, cement steel wire mesh, concrete board, wood plywood, plastic, metal profiled board, lightweight concrete wall. In this way, the diversification of materials for the lower bottom plate, the upper plate and the surrounding side walls of the formwork member can fully meet the needs of various situations, which is beneficial to reduce product costs.
本发明的特征还在于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。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 steel mesh layer, a cement concrete layer, a reinforced concrete layer, a plastic plate, a metal profiled plate or 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上板、周围侧壁或者下底板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 invention is also characterized in that at least one of the upper panel, the surrounding side walls or the lower floor is formed by laminating multiple layers of reinforcement of tendons or meshes of 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空腔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 the cavity formwork member is provided with a carrier. 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为下底板,4为增强物,5为杆件,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和下底板3围成多面体空腔模壳构件,上板1和周围侧壁2中含有增强物4,空腔模壳构件内还设置有湿料浆成形的杆件5,杆件5为后浇成型的杆件湿料浆叠合在预制的上板1和下底板3上形成。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和下底板3围成多面体空腔模壳构件,上板1和周围侧壁2中含有增强物4,空腔模壳构件内还设置有湿料浆成形的杆件5,其杆件5内设置有增强物4。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和下底板3围成多面体空腔模壳构件,下底板3中设置有增强物4,空腔模壳构件内还设置有湿料浆成形的杆件5,其杆件5内的增强物4与下底板3从接合处伸出的基层内的增强物4绑扎成一体。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和下底板3围成多面体空腔模壳构件,下底板3中设置有增强物4,空腔模壳构件内还设置有湿料浆成形的杆件5,杆件5内设置有增强物4,杆件5内的增强物4为下底板3的基层内的增强物4从接合处伸出外露的钢筋,其杆件5的一端伸出空腔模壳构件外,杆身的四周与空腔模壳构件通过湿料浆与上板1的基层连接形成整体,外露杆端还露出有增强物4。Fig. 4 is the structural representation 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和下底板3围成多面体空腔模壳构件,上板1和周围侧壁2中含有增强物4,空腔模壳构件内还设置有杆件5,其上板1和周围侧壁2中的增强物4彼此伸入相邻构件的基体中相互拉结锚固,图示增强物4为纤维网格布和薄条带。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和下底板3围成多面体空腔模壳构件,上板1和周围侧壁2中含有增强物4,空腔模壳构件内还设置有湿料浆成形的杆件5,其形成杆件5的杆模6未拆除,杆模6与其内的浆料形成复合杆件。Fig. 6 is a schematic structural view of Embodiment 6 of the present invention, the
图7是本发明实施例7的结构示意图,上板1、周围侧壁2和下底板3围成多面体空腔模壳构件,周围侧壁2中含有增强物4,空腔模壳构件内还设置有湿料浆成形的杆件5,其空腔模壳构件上部的竖向剖面形状为拱形。Fig. 7 is a schematic structural view of
图8是本发明实施例8的结构示意图,上板1、周围侧壁2和下底板3围成多面体空腔模壳构件,上板1、周围侧壁2和下底板3中含有增强物4,空腔模壳构件内还设置有湿料浆成形的杆件5,其空腔模壳构件上还同时设置有倒角8、凹槽9、凹坑10、孔洞11、凸台模块12和阳角14。Fig. 8 is a schematic structural view of
图9是本发明实施例9的结构示意图,上板1、周围侧壁2和下底板3围成多面体空腔模壳构件,下底板3中含有增强物4,空腔模壳构件内还设置有杆件5,其空腔模壳构件上还同时设置有阴角7、倒角8、凹槽9和凸条13。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和下底板3围成多面体空腔模壳构件,周围侧壁2中含有增强物4,空腔模壳构件内还设置有杆件5,其空腔模壳构件内还同时设置有加劲肋15和加强筋16,加劲肋15有部分露出空腔模壳构件外。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和下底板3围成多面体空腔模壳构件,上板1和周围侧壁2中含有增强物4,空腔模壳构件内还设置有湿料浆成形的杆件5,其杆件5叠合在模壳构件的加强筋16上。Fig. 11 is a schematic structural view of Embodiment 11 of the present invention. The
图12是本发明实施例12的结构示意图,上板1、周围侧壁2和下底板3围成多面体空腔模壳构件,上板1和周围侧壁2中含有增强物4,空腔模壳构件内还设置有湿料浆成形的杆件5,杆件5叠合在模壳构件的加强筋16上,其杆件5内的增强物4是由加强筋16伸入其内的。Fig. 12 is a schematic structural view of Embodiment 12 of the present invention, the
图13是本发明实施例13的结构示意图,上板1、周围侧壁2和下底板3围成多面体空腔模壳构件,上板1和周围侧壁2中含有增强物4,空腔模壳构件内还设置有湿料浆成形的杆件5,其空腔模壳构件的封闭空腔内设置有轻质材料17,图示轻质材料17为膨胀珍珠岩。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和下底板3围成多面体空腔模壳构件,上板1中含有增强物4,空腔模壳构件内还设置有湿料浆成形的杆件5,其上板1为活动可拆卸的扣合盖板。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和下底板3围成多面体空腔模壳构件,下底板3中含有增强物4,空腔模壳构件内还设置有湿料浆成形的杆件5,其上板1和周围侧壁2的外表面为糙面外表面。Fig. 15 is a schematic structural view of
图16是本发明实施例16的结构示意图,上板1、周围侧壁2和下底板3围成多面体空腔模壳构件,下底板3中含有增强物4,空腔模壳构件内还设置有湿料浆成形的杆件5,其上板1上设置有定位构件18,图示定位构件18为支撑定位脚。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和下底板3围成多面体空腔模壳构件,下底板3中含有增强物4,空腔模壳构件内还设置有湿料浆成形的杆件5,其空腔模壳构件上设置有空腔模壳构件之间彼此连接用的连接件19,图示连接件19为承插管件。Fig. 17 is a structural schematic diagram of
图18是本发明实施例18的结构示意图,上板1、周围侧壁2和下底板3围成多面体空腔模壳构件,上板1、周围侧壁2和下底板3中含有增强物4,空腔模壳构件内还设置有湿料浆成形的杆件5,其下底板3伸出有挑边20。Fig. 18 is a schematic structural view of
图19是本发明实施例19的结构示意图,上板1、周围侧壁2和下底板3围成多面体空腔模壳构件,上板1、周围侧壁2和下底板3中含有增强物4,空腔模壳构件内还设置有湿料浆成形的杆件5,下底板3伸出有挑边20,其下底板3上设置有叠合层21。Fig. 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和下底板3围成多面体空腔模壳构件,下底板3中含有增强物4,空腔模壳构件内还设置有湿料浆成形的杆件5,其下底板3上设置有叠合层21。Fig. 20 is a schematic structural view of
图21是本发明实施例21的结构示意图,上板1、周围侧壁2和下底板3围成多面体空腔模壳构件,上板1和周围侧壁2中含有增强物4,空腔模壳构件内还设置有湿料浆成形的杆件5,其上板1和周围侧壁2由多层粘有胶凝材料的网状增强物4叠合而成。Fig. 21 is a schematic structural view of
(五)具体实施方式(5) Specific implementation methods
下面结合附图和实施例对本发明作进一步的说明。The present invention will be further described below in conjunction with the accompanying drawings and embodiments.
本发明如附图所示,包括上板1、周围侧壁2、下底板3,上板1、周围侧壁2、下底板3围合成多面体空腔模壳构件,上板1、周围侧壁2、下底板3的至少一个中含有增强物4,其特征在于还包括有至少一根杆件5,杆件5为后浇成型的杆件湿料浆叠合在预制的上板1、周围侧壁2或下底板3上形成。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为下底板,4为增强物,5为杆件,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和下底板3围成多面体空腔模壳构件,上板1和周围侧壁2中含有增强物4,空腔模壳构件内还设置有湿料浆成形的杆件5,杆件5为后浇成型的杆件湿料浆叠合在预制的上板1和下底板3上形成。As shown in the accompanying drawings, the present invention comprises an
本发明的特征还在于所述的杆件5内含有增强物4。图2是本发明实施例2的结构示意图,上板1、周围侧壁2和下底板3围成多面体空腔模壳构件,上板1和周围侧壁2中含有增强物4,空腔模壳构件内还设置有湿料浆成形的杆件5,其杆件5内设置有增强物4。The present invention is also characterized in that the
本发明的特征还在于杆件5内的增强物4与空腔模壳构件上连接处伸出的增强物4拉结成一体。图3是本发明实施例3的结构示意图,上板1、周围侧壁2和下底板3围成多面体空腔模壳构件,下底板3中设置有增强物4,空腔模壳构件内还设置有湿料浆成形的杆件5,其杆件5内的增强物4与下底板3从接合处伸出的基层内的增强物4绑扎成一体。The present invention is also characterized in that the
本发明的特征还在于杆件5的一端伸出空腔模壳构件外,杆身的四周通过湿料浆与空腔模壳构件的基层连结成整体,或者杆端还露出有增强物4。图4是本发明实施例4的结构示意图,上板1、周围侧壁2和下底板3围成多面体空腔模壳构件,下底板3中设置有增强物4,空腔模壳构件内还设置有湿料浆成形的杆件5,杆件5内设置有增强物4,杆件5内的增强物4为下底板3的基层内的增强物4从接合处伸出外露的钢筋,其杆件5的一端伸出空腔模壳构件外,杆身的四周与空腔模壳构件通过湿料浆与上板1的基层连接形成整体,外露杆端还露出有增强物4。The present invention is also characterized in that one end of the
本发明的特征还在于上板1、周围侧壁2或下底板3内的增强物4彼此伸入相邻的各构件的基体中相互拉结锚固,或者还有增强物4露出。增强物4为丝、筋细长构件,或丝、筋细长构件编织或纺织的布和网,或无纺胶粘布、网,或片、条带,或上述二者以上组合,如增强物4可为钢筋、钢丝、钢筋网、钢丝网、纤维、纤维丝束、纤维网格布、无纺布、金属薄条带、有孔薄条带、包装带、编织带等中的至少一种。图5是本发明实施例5的结构示意图,上板1、周围侧壁2和下底板3围成多面体空腔模壳构件,上板1和周围侧壁2中含有增强物4,空腔模壳构件内还设置有杆件5,其上板1和周围侧壁2中的增强物4彼此伸入相邻构件的基体中相互拉结锚固,图示增强物4为纤维网格布和薄条带。The present invention is also characterized in that the
本发明的特征还在于形成杆件5的杆模6未拆除,与杆件5形成复合杆件。图6是本发明实施例6的结构示意图,上板1、周围侧壁2和下底板3围成多面体空腔模壳构件,上板1和周围侧壁2中含有增强物4,空腔模壳构件内还设置有湿料浆成形的杆件5,其形成杆件5的杆模6未拆除,杆模6与其内的浆料形成复合杆件。The present invention is also characterized in that the rod mold 6 forming the
本发明的特征还在于所述的空腔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、弧角多边形、倒角多边形、多弧边形、波纹形或圆形。图7是本发明实施例7的结构示意图,上板1、周围侧壁2和下底板3围成多面体空腔模壳构件,周围侧壁2中含有增强物4,空腔模壳构件内还设置有湿料浆成形的杆件5,其空腔模壳构件上部的竖向剖面形状为拱形。The present invention is also characterized in that the horizontal section or vertical section shape of the cavity formwork member is rectangular, square, polygonal, arc-angled polygon, chamfered polygon, polygonal-arc, corrugated or circular. Fig. 7 is a schematic structural view of
本发明的特征还在于所述的空腔模壳构件上还设置有阴角7、倒角8、凹槽9、凹坑10、孔洞11、凸台模块12、凸条13、阳角14中的至少一个。图8是本发明实施例8的结构示意图,上板1、周围侧壁2和下底板3围成多面体空腔模壳构件,上板1、周围侧壁2和下底板3中含有增强物4,空腔模壳构件内还设置有湿料浆成形的杆件5,其空腔模壳构件上还同时设置有倒角8、凹槽9、凹坑10、孔洞11、凸台模块12和阳角14。图9是本发明实施例9的结构示意图,上板1、周围侧壁2和下底板3围成多面体空腔模壳构件,下底板3中含有增强物4,空腔模壳构件内还设置有杆件5,其空腔模壳构件上还同时设置有阴角7、倒角8、凹槽9和凸条13。The present invention is also characterized in that the cavity formwork member is also provided with
本发明的特征还在于所述的阴角7、倒角8、凹槽9、凸条13自身或相互呈平行、正交、斜交或立交设置或形成网格。如图9所示,上板1、周围侧壁2和下底板3围成多面体空腔模壳构件,下底板3中含有增强物4,空腔模壳构件内还设置有杆件5,其所述的阴角7、倒角8、凹槽9和凸条13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 is also characterized in that the
本发明的特征还在于所述的空腔模壳构件的封闭空腔内还设置有加劲肋15、加强筋16中的至少一个,或者有加劲肋15、加强筋16中的至少一个露出空腔模壳构件外,或者加劲肋15、加强筋16上还有增强物4露出,或者加劲肋15、加强筋16与基层叠合或叠合后露筋、网增强物4。图10是本发明实施例10的结构示意图,上板1、周围侧壁2和下底板3围成多面体空腔模壳构件,周围侧壁2中含有增强物4,空腔模壳构件内还设置有杆件5,其空腔模壳构件内还同时设置有加劲肋15和加强筋16,加劲肋15有部分露出空腔模壳构件外。The present invention is also characterized in that at least one of the stiffening
本发明的特征还在于所述的杆件5叠合在模壳构件的加强筋16上。图11是本发明实施例11的结构示意图,上板1、周围侧壁2和下底板3围成多面体空腔模壳构件,上板1和周围侧壁2中含有增强物4,空腔模壳构件内还设置有湿料浆成形的杆件5,其杆件5叠合在模壳构件的加强筋16上。The present invention is also characterized in that said
本发明的特征还在于所述的杆件5内的增强物4与模壳构件上的加强筋16内的增强物4连结。图12是本发明实施例12的结构示意图,上板1、周围侧壁2和下底板3围成多面体空腔模壳构件,上板1和周围侧壁2中含有增强物4,空腔模壳构件内还设置有湿料浆成形的杆件5,杆件5叠合在模壳构件的加强筋16上,其杆件5内的增强物4是由加强筋16伸入其内的。The present invention is also characterized in that the
本发明的特征还在于所述的空腔模壳构件的封闭空腔内设置有轻质材料17。图13是本发明实施例13的结构示意图,上板1、周围侧壁2和下底板3围成多面体空腔模壳构件,上板1和周围侧壁2中含有增强物4,空腔模壳构件内还设置有湿料浆成形的杆件5,其空腔模壳构件的封闭空腔内设置有轻质材料17,图示轻质材料17为膨胀珍珠岩。The present invention is also characterized in that a
本发明的特征还在于所述的上板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和下底板3围成多面体空腔模壳构件,上板1中含有增强物4,空腔模壳构件内还设置有湿料浆成形的杆件5,其上板1为活动可拆卸的扣合盖板。The present invention is also characterized in that at least one of said
本发明的特征还在于所述的空腔模壳构件的上板1、周围侧壁2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。图15是本发明实施例15的结构示意图,上板1、周围侧壁2和下底板3围成多面体空腔模壳构件,下底板3中含有增强物4,空腔模壳构件内还设置有湿料浆成形的杆件5,其上板1和周围侧壁2的外表面为糙面外表面。The present invention is also characterized in that at least one of the outer surfaces of the
本发明的特征还在于所述的空腔模壳构件上设置有定位构件18。图16是本发明实施例16的结构示意图,上板1、周围侧壁2和下底板3围成多面体空腔模壳构件,下底板3中含有增强物4,空腔模壳构件内还设置有湿料浆成形的杆件5,其上板1上设置有定位构件18,图示定位构件18为支撑定位脚。The present invention is also characterized in that a positioning
本发明的特征还在于所述的空腔模壳构件上设置有空腔模壳构件之间彼此连接的连接件19。图17是本发明实施例17的结构示意图,上板1、周围侧壁2和下底板3围成多面体空腔模壳构件,下底板3中含有增强物4,空腔模壳构件内还设置有湿料浆成形的杆件5,其空腔模壳构件上设置有空腔模壳构件之间彼此连接用的连接件19,图示连接件19为承插管件。The present invention is also characterized in that the cavity formwork components are provided with connectors 19 for connecting the cavity formwork components with each other. Fig. 17 is a structural schematic diagram of
本发明的特征还在于所述的下底板3伸出有挑边20或露增强物4的挑边20,或者至少两个以上的空腔模壳构件通过挑边20连接成成组模壳构件。图18是本发明实施例18的结构示意图,上板1、周围侧壁2和下底板3围成多面体空腔模壳构件,上板1、周围侧壁2和下底板3中含有增强物4,空腔模壳构件内还设置有湿料浆成形的杆件5,其下底板3伸出有挑边20。The present invention is also characterized in that the
本发明的特征还在于所述的上板1或周围侧壁2或下底板3或挑边20的至少一个上设置有叠合层21。图19是本发明实施例19的结构示意图,上板1、周围侧壁2和下底板3围成多面体空腔模壳构件,上板1、周围侧壁2和下底板3中含有增强物4,空腔模壳构件内还设置有湿料浆成形的杆件5,下底板3伸出有挑边20,其下底板3上设置有叠合层21。The present invention is also characterized in that at least one of the
本发明的特征还在于所述的上板1或周围侧壁2或下底板3的至少一个上设置有叠合层21。图20是本发明实施例20的结构示意图,上板1、周围侧壁2和下底板3围成多面体空腔模壳构件,下底板3中含有增强物4,空腔模壳构件内还设置有湿料浆成形的杆件5,其下底板3上设置有叠合层21。The present invention is also characterized in that at least one of the
本发明的特征还在于所述的下底板3为水泥砂浆、砼、轻质砼、聚合物砼、聚合物砂浆的下底,或者空腔模壳构件的上板1或周围侧壁2的壁为水泥纤维、水泥纤维网、水泥钢筋网、水泥钢丝网、砼板、木胶板、塑料、金属压型板、轻质砼的壁。如图19所示,上板1、周围侧壁2和下底板3围成多面体空腔模壳构件,上板1、周围侧壁2和下底板3中含有增强物4,空腔模壳构件内还设置有湿料浆成形的杆件5,其下底板3为钢筋砼下底板,上板1和周围侧壁2为纤维水泥砂浆壁。The present invention is also characterized in that said
本发明的特征还在于叠合层21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。如图20所示,上板1、周围侧壁2和下底板3围成多面体空腔模壳构件,下底板3中含有增强物4,空腔模壳构件内还设置有湿料浆成形的杆件5,其叠合层21为轻骨料砼层。The present invention is also characterized in that the superimposed
本发明的特征还在于上板1、周围侧壁2或者下底板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4叠合而成。图21是本发明实施例21的结构示意图,上板1、周围侧壁2和下底板3围成多面体空腔模壳构件,上板1和周围侧壁2中含有增强物4,空腔模壳构件内还设置有湿料浆成形的杆件5,其上板1和周围侧壁2由多层粘有胶凝材料的网状增强物4叠合而成。The invention is also characterized in that at least one of the
本发明的特征还在于所述的空腔模壳构件上设置有搬运件22。如图19所示,空腔模壳构件的挑边20上设置有搬运件22。The present invention is also characterized in that a carrier 22 is arranged on the cavity formwork member. As shown in FIG. 19 , a carrier 22 is provided on the
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围成的开口空腔模壳构件,在其凝结硬化后用模具现场制作杆件5,或者杆件5内含有钢丝或铁丝或钢筋等增强物4,将在下底板模具中制作的钢丝网水泥砂浆下底板3,与开口空腔模壳构件胶结连接,待杆件5凝结硬化后,养护至规定龄期,即得空腔模壳构件。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
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| CN 200310101169 CN1609369A (en) | 2003-10-21 | 2003-10-21 | A cavity formwork member |
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| CN200910305272A Division CN101653961A (en) | 2003-10-21 | 2003-10-21 | Manufacturing method of hollow mould shell member |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102312500A (en) * | 2010-06-29 | 2012-01-11 | 湖南华廷筑邦建材有限公司 | Prefabricated board unit for net rib board |
| CN102312512A (en) * | 2010-06-29 | 2012-01-11 | 湖南华廷筑邦建材有限公司 | Precast slab unit for mesh rib plate |
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2003
- 2003-10-21 CN CN 200310101169 patent/CN1609369A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102312500A (en) * | 2010-06-29 | 2012-01-11 | 湖南华廷筑邦建材有限公司 | Prefabricated board unit for net rib board |
| CN102312512A (en) * | 2010-06-29 | 2012-01-11 | 湖南华廷筑邦建材有限公司 | Precast slab unit for mesh rib plate |
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