CN1329601C - A cavity formwork member - Google Patents
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- CN1329601C CN1329601C CNB2003101011753A CN200310101175A CN1329601C CN 1329601 C CN1329601 C CN 1329601C CN B2003101011753 A CNB2003101011753 A CN B2003101011753A CN 200310101175 A CN200310101175 A CN 200310101175A CN 1329601 C CN1329601 C CN 1329601C
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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,上板、周围侧壁、下底围成多面体空腔。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,上板、周围侧壁、下底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。但是,这类模壳构件生产时制作不方便,生产效率低,不便于流水线生产,相应成本高,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, and the lightweight permanent tire mold filled in it includes hollow tubes and cavity formwork components. 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, and the upper plate, the surrounding side walls and the lower bottom form a polyhedral 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 "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. This cavity formwork member has the advantages of light weight, high strength, simple structure, and convenient construction and transportation. etc. However, the manufacture of this type of formwork member is inconvenient, the production efficiency is low, it is not convenient for assembly line production, and the corresponding cost is high. Therefore, it is urgent to develop a new type of 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,具有制作容易、生产效率高、成本低等特点。The object of the present invention is to provide a cavity formwork component, which has the characteristics of easy manufacture, high production efficiency and low cost.
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、下底板围合构成空腔模壳构件,其特征在于上板与周围侧壁之间或周围侧壁与下底板之间或周围侧壁之间的拼合部位叠合形成叠合层,彼此通过叠合层形成整体的空腔模壳构件,叠合层包括至少一层预制层。这样,在空腔模壳构件制作时,由于上板、周围侧壁、下底自身或相互叠合形成叠合层,且叠合层包括至少一层预制层,各构件可分开预先制作,然后再彼此叠合形成模壳构件,其制作容易,生产效率高,相应成本低,同时,空腔模壳构件还具有结构简单、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 plate, and the upper plate, the surrounding side walls, and the lower bottom plate are enclosed to form a cavity formwork member, which is characterized in that the upper plate and the surrounding The splicing parts between the side walls or between the surrounding side walls and the lower floor or between the surrounding side walls are superimposed to form a laminated layer, and each other forms an integral cavity formwork member through the laminated layer, and the laminated layer includes at least one prefabricated layer . In this way, when the cavity formwork components are made, since the upper plate, the surrounding side walls, and the lower bottom are superimposed on themselves or each other to form a laminated layer, and the laminated layer includes at least one prefabricated layer, each component can be prefabricated separately, and then Then stack each other to form formwork components, which are easy to manufacture, high in production efficiency, and low in cost. At the same time, the cavity formwork components also have the characteristics of simple structure, excellent deformation resistance, anti-vibration performance, convenient construction, and fast construction speed. Thereby the purpose of the present invention is achieved, and it is suitable for use in hollow floors, roofs, walls, foundation slabs and hollow bridges of cast-in-place reinforced concrete or prestressed reinforced concrete, and is especially suitable for use in hollow beamless floors.
本发明的特征还在于所述的叠合层为预制层与预制层叠合而成。这样,叠合层为预制层与预制层叠合而成,具有生产制作方便、简单的优点,同时,简化了空腔模壳构件的生产工艺程序,可很容易地实现机械化生产。The present invention is also characterized in that the laminated layer is formed by laminating prefabricated layers and prefabricated layers. In this way, the laminated layer is formed by laminating prefabricated layers with prefabricated layers, which has the advantages of convenient and simple production, and meanwhile, simplifies the production process of the cavity mold shell member, and can easily realize mechanized production.
本发明的特征还在于所述的叠合层的预制层上叠合有一层现浇现抹层。这样,叠合层的预制层上叠合有一层现浇现抹层使得空腔模壳构件的强度与刚度大幅度地提高,其整体性能更好,同时生产制作也更容易。The present invention is also characterized in that a cast-in-place layer is superimposed on the prefabricated layer of the laminated layer. In this way, the prefabricated layer of the laminated layer is superimposed with a cast-in-place plastered layer so that the strength and rigidity of the cavity formwork member are greatly improved, its overall performance is better, and its production is easier.
本发明的特征还在于所述的叠合层为一层预制层,一层现浇现抹层,再一层预制层多层叠合而成。这样,预制层和现浇现抹层相结合,生产制作简单,生产效率高,成本低,同时,空腔模壳构件不易损坏,有利于降低空腔模壳构件的损耗率。The present invention is also characterized in that the laminated layer is formed by laminating a prefabricated layer, a cast-in-place plastered layer, and a prefabricated layer. In this way, the combination of the prefabricated layer and the cast-in-place plastered layer is simple in production, high in production efficiency, and low in cost. At the same time, the cavity formwork component is not easily damaged, which is beneficial to reducing the loss rate of the cavity formwork component.
本发明的特征还在于所述的叠合层为一层现浇现抹层,一层预制层,再一层现浇现抹层多层叠合而成。这样,预制层和现浇现抹层相结合,生产制作简单,生产效率高,成本低,同时,空腔模壳构件不易损坏,有利于降低空腔模壳构件的损耗率。The present invention is also characterized in that the laminated layer is composed of a cast-in-place plaster layer, a prefabricated layer, and a cast-in-place plaster layer. In this way, the combination of the prefabricated layer and the cast-in-place plastered layer is simple in production, high in production efficiency, and low in cost. At the same time, the cavity formwork component is not easily damaged, which is beneficial to reducing the loss rate of the cavity formwork component.
本发明的特征还在于所述的叠合层中的预制层为与上板、周围侧壁或下底板连体的预制板。这样,预制层为与周围侧壁连体的预制边时,可大幅度提高挑边的强度和整体性,当其为预制板时,可提高生产效率,降低空腔模壳构件的生产成本。The present invention is also characterized in that the prefabricated layer in the laminated layer is a prefabricated slab connected with the upper slab, the surrounding side walls or the lower bottom slab. In this way, when the prefabricated layer is a prefabricated edge connected with the surrounding side walls, the strength and integrity of the flange can be greatly improved; when it is a prefabricated plate, the production efficiency can be improved and the production cost of the cavity formwork can be reduced.
本发明的特征还在于所述的叠合层中的现浇现抹层为与上板或周围侧壁或下底板一起连体成型的现浇现抹层。这样,叠合层中的现浇现抹层为与上板或周围侧壁或下底板连体,与预制层粘结成整体后,具有强度高、刚度大、抗折性能好等优点。The present invention is also characterized in that the cast-in-place plaster layer in the laminated layer is a cast-in-place plaster layer that is integrally formed with the upper plate or the surrounding side walls or the lower bottom plate. In this way, the cast-in-place plaster layer in the laminated layer is integrated with the upper plate or the surrounding side walls or the lower floor, and after being bonded with the prefabricated layer as a whole, it has the advantages of high strength, high rigidity, and good bending resistance.
本发明的特征还在于所述的叠合层的预制层与现浇现抹层的材质不同。这样,叠合层的预制层与现浇现抹层不同时,便于选择更为经济的材料作为叠合层,有利于降低生产成本,提高空腔模壳构件的强度与刚度。The present invention is also characterized in that the materials of the prefabricated layer of the laminated layer and the cast-in-place layer are different. In this way, when the prefabricated layer of the laminated layer is different from the cast-in-place plastered layer, it is convenient to select a more economical material as the laminated layer, which is conducive to reducing production costs and improving the strength and rigidity of the cavity formwork member.
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、下底板、预制层或现浇现抹层中的至少一种中含有增强物,并伸入相邻的壁体中锚固。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,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 at least one of the upper plate, the surrounding side walls, the lower floor, the prefabricated layer or the cast-in-place plaster layer of the cavity formwork member contains a reinforcement and extends into the adjacent wall Anchored in the body. Reinforcement is filament, tendon slender member, or silk, tendon slender member woven or woven cloth and net, or non-woven adhesive cloth, net, or sheet, strip, or a combination of the two or more, such as reinforcement can It is 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 reinforcement extends into the matrix of each adjacent member, and the integrity of the formwork member 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所述的增强物向外露出。The invention is also characterized in that said reinforcement is exposed outwardly.
本发明的特征还在于所述的叠合层的预制层之间或与现浇现抹层之间以粘合、咬合、焊合、压合、锚杆连接、螺钉连接或铆合的方式叠合成整体。这样,叠合层的预制层之间或与现浇现抹层之间的叠合方式多样化,使叠合层的预制层之间或与现浇现抹层之间的连接叠合更加方便,可满足各种不同场合下的应用需要。The present invention is also characterized in that the prefabricated layers of the laminated layers or the cast-in-place layers are laminated by bonding, occlusion, welding, pressing, anchor rod connection, screw connection or riveting. overall. In this way, the superimposition methods between the prefabricated layers of the laminated layer or between the cast-in-place and plastered layers are diversified, which makes the connection and superposition between the prefabricated layers of the laminated layer or with the cast-in-place plastered layers more convenient, and can Meet the application needs of various occasions.
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、孔洞或阳角中的至少一种。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 angles, chamfers, grooves, holes or external angles 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、凹槽或孔洞相互呈平行、正交、斜交或立交设置或相互形成网格状设置。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 or holes are arranged in parallel, orthogonal, oblique or vertical intersection or in a grid-like arrangement with each other. 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设置有加劲肋、加劲杆或加强筋中的至少一种。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、加劲杆、加强筋或者外露的加劲肋、加劲杆、加强筋可以和现浇砼形成现浇与预制相结合的复合结构,优化了现浇砼空心楼盖内部受力体系。The present invention is also characterized in that at least one of stiffening ribs, stiffening rods or reinforcing ribs is arranged in the closed cavity of the cavity formwork member. In this way, when the formwork components are applied to the cast-in-place concrete hollow floor, the stiffeners, stiffeners, ribs or exposed stiffeners, stiffeners, and ribs arranged in the formwork components can form a cast-in-place concrete structure with the cast-in-place concrete. The composite structure combined with prefabrication optimizes the internal stress system of the cast-in-place concrete hollow floor.
本发明的特征还在于所述的加劲肋、加劲杆或加强筋中的至少一种露出空腔模壳构件外。The present invention is also characterized in that at least one of the stiffeners, stiffeners or ribs is exposed outside the cavity formwork member.
本发明的特征还在于所述的加劲肋、加劲杆或加强筋上还有增强物露出。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 reinforcements are exposed on the stiffeners, stiffeners or ribs. 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加劲肋、加劲杆或加强筋与预制层叠合。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 said stiffeners, stiffeners or ribs are laminated with prefabricated layers. If the prefabricated stiffeners and ribs are superimposed on the base layer, the manufacture of formwork components is more convenient.
本发明的特征还在于叠合后露筋状、网状增强物。The present invention is also characterized in that the tendon-like and net-like reinforcements are exposed after lamination.
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种为可拆卸的活动部件。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 plate or surrounding side walls is a detachable 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或周围侧壁的外表面中的至少一种为波纹形或者锯齿形外表面。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 or the surrounding side walls of the cavity formwork member is a corrugated or serrated 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上板或下底板的至少一种的至少一外侧伸出有挑边。这样,上板或下底板若同时伸出有挑边,则模壳构件应用于现浇砼空心墙体中时,可省去墙体两侧的施工模板,大大提高施工效率。The present invention is also characterized in that at least one outer side of at least one of the upper board or the lower bottom board has a protruding edge. In this way, if the upper plate or the lower base plate protrude out with raised edges at the same time, when the formwork member is applied in the cast-in-situ concrete hollow wall, the construction templates on both sides of the wall can be omitted, and the construction efficiency is greatly improved.
本发明的特征还在于所述的挑边为叠合层挑边。这样,空腔模壳构件的制作更方便,生产效率更高,成本更低。The present invention is also characterized in that the flange is a lamination layer flange. In this way, the manufacture of the cavity formwork member is more convenient, the production efficiency is higher, and the 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的至少一种上叠合有预制层。这样,由于叠合有预制层,叠合后无需拆除,因而空腔模壳构件的制作更方便,生产效率更高,成本更低;同时,还可提高空腔模壳构件的强度和刚度。The present invention is also characterized in that prefabricated layers are laminated on at least one of the upper panel or the surrounding side walls or the lower floor. In this way, since the prefabricated layers are superimposed, there is no need to dismantle them after lamination, so the manufacture of the cavity formwork component is more convenient, the production efficiency is higher, and the cost is lower; at the same time, the strength and rigidity of the cavity formwork component can also be improved.
本发明的特征还在于所述的下底板或现浇现抹层为水泥砂浆或聚合物砂浆制成,其上板或周围侧壁的壁为水泥纤维制成,其预制层为轻骨料砼层制成。这样,空腔模壳构件的下底板、现浇现抹层、上板、周围侧壁和预制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 lower bottom plate or the cast-in-place plastering layer is made of cement mortar or polymer mortar, the upper plate or the surrounding side walls are made of cement fiber, and the prefabricated layer is made of lightweight aggregate concrete. layer made. In this way, the diversification of materials for the lower bottom plate, cast-in-place plastering layer, upper plate, surrounding side walls and prefabricated layers of the cavity formwork member can fully meet the needs of various situations and help reduce product cost. cost.
本发明的特征还在于所述的下底板或现浇现抹层为砼制成,其上板或周围侧壁的壁为水泥纤维网或水泥钢筋网或水泥钢丝网制成,其预制层为加气砼层制成。The present invention is also characterized in that the lower bottom plate or the cast-in-place plastering layer is made of concrete, the upper plate or the surrounding side walls are made of cement fiber mesh or cement steel mesh or cement wire mesh, and its prefabricated layer is Made of air-entrained concrete layer.
本发明的特征还在于所述的下底板或现浇现抹层为轻质砼或聚合物砼制成,其上板或周围侧壁的壁为砼板制成,其预制层为水泥砂浆层或水泥纤维层或水泥钢丝网层或水泥砼层或钢筋砼层制成。The present invention is also characterized in that the lower bottom plate or the cast-in-place plastering layer is made of lightweight concrete or polymer concrete, the upper plate or the surrounding side walls are made of concrete plates, and the prefabricated layer is a cement mortar layer Or cement fiber layer or cement wire mesh layer or cement concrete layer or reinforced concrete layer.
本发明的特征还在于所述的下底板或现浇现抹层为聚合物砂浆制成,其上板或周围侧壁的壁为木胶板、塑料、金属压型板制成,其预制层为塑料板、金属压型板或木胶板制成。The present invention is also characterized in that the lower base plate or the cast-in-place plastering layer is made of polymer mortar, the upper plate or the surrounding side walls are made of wood plywood, plastic, and metal profiled board, and the prefabricated layer Made of plastic sheet, metal profiled sheet or plywood.
本发明的特征还在于所述的上板、周围侧壁、下底板、预制层或现浇现抹层中的至少一种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、下底板、挑边、预制层或现浇现抹层,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 said upper plate, surrounding side walls, lower floor, prefabricated layer or cast-in-place plaster layer is laminated with reinforcements of multiple layers bonded with tendons or nets of cementitious material made. In this way, the upper plate, the surrounding side wall, the lower floor, the edge, the prefabricated layer or the cast-in-place plastered layer, which are laminated by multiple layers of reinforcements or meshes bonded with cementitious materials, have high strength and high rigidity. , light weight and other characteristics, the corresponding formwork components 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。附图中,1为上板,2为周围侧壁,3为下底板,4为叠合层,5为预制层,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围成空腔模壳构件,其周围侧壁2与下底板3相互叠合形成叠合层4,叠合层4中有一层预制层5,相对而言,下底板3为现浇下底板。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围成空腔模壳构件,其叠合层4为预制层5与预制下底板3叠合而成。Fig. 2 is a structural schematic diagram 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围成空腔模壳构件,其叠合层4的预制层5上叠合有一层现浇现抹层6。Fig. 3 is a structural schematic diagram 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围成空腔模壳构件,其叠合层4为一层现浇现抹层6,一层预制层5,再一层现浇现抹层6叠合而成。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和下底板3围成空腔模壳构件,其叠合层4中的预制层5为与上板1连体的预制片。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围成空腔模壳构件,其叠合层4中为现浇现抹层为与上板1一起连体成型的现浇现抹层。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和下底板3围成空腔模壳构件,下底板3为多层叠合而成的叠合层4,其上板1和周围侧壁2中的增强物7彼此伸入相邻构件的基体中相互拉结锚固,图示增强物7为纤维网格布。Fig. 7 is a schematic structural view of Embodiment 7 of the present invention, the
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围成空腔模壳构件,周围侧壁2与下底板3相互叠合有叠合层4,其叠合层4的预制层5与现浇现抹层6之间以粘合的方式叠合成整体。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和下底板3围成空腔模壳构件,下底板3为多层叠合而成的叠合层4,其空腔模壳构件上还同时设置有倒角9、凹槽10、凹坑11、孔洞12、凸台模块13和阳角15。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围成空腔模壳构件,下底板3为多层叠合而成的叠合层4,其空腔模壳构件上还同时设置有阴角8、倒角9、凹槽10和凸条14。Fig. 10 is a schematic structural view of
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围成空腔模壳构件,下底板3为多层叠合而成的叠合层4,其空腔模壳构件的封闭空腔内设置有加劲肋16、加劲杆17和加强筋18,同时,加劲肋16和加劲杆17有部分露出模壳构件外。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围成空腔模壳构件,其空腔模壳构件的封闭空腔内设置有轻质材料19,图示轻质材料19为膨胀珍珠岩。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和下底板3围成空腔模壳构件,下底板3为多层叠合而成的叠合层4,其上板1为活动可拆卸的扣合盖板。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围成空腔模壳构件,其上板1和周围侧壁2的外表面为粗糙的外表面。Fig. 14 is a schematic structural view of
图15是本发明实施例15的结构示意图,上板1、周围侧壁2和下底板3围成空腔模壳构件,其空腔模壳构件上设置有定位构件20,图示定位构件20为支撑定位脚。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围成空腔模壳构件,其空腔模壳构件上设置有用于彼此连接用的连接件21,图示连接件21为承插管件。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围成空腔模壳构件,其下底板3伸出有挑边22。Fig. 17 is a schematic structural view 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围成空腔模壳构件,其上板1由多层粘有胶凝材料的网状增强物7叠合而成。Fig. 18 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围合构成空腔模壳构件,其特征在于上板1与周围侧壁2之间或周围侧壁2与下底板2之间或周围侧壁2之间的拼合部位叠合形成叠合层4,彼此通过叠合层4形成整体的空腔模壳构件,叠合层4包括至少一层预制层5。图1是本发明实施例1的结构示意图。附图中,1为上板,2为周围侧壁,3为下底板,4为叠合层,5为预制层,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围成空腔模壳构件,其周围侧壁2与下底板3相互叠合形成叠合层4,叠合层4中有一层预制层5,相对而言,下底板3为现浇下底板。As shown in the accompanying drawings, the present invention includes an
本发明的特征还在于所述的叠合层4为预制层5与预制层5叠合而成。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围成空腔模壳构件,其叠合层4为预制层5与预制下底板3叠合而成。The present invention is also characterized in that the
本发明的特征还在于所述的叠合层4的预制层5上叠合有一层现浇现抹层6。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围成空腔模壳构件,其叠合层4的预制层5上叠合有一层现浇现抹层6。The present invention is also characterized in that a cast-in-
本发明的特征还在于所述的叠合层4为一层预制层5,一层现浇现抹层6,再一层预制层5多层叠合而成。如图3所示,叠合层4中有一层预制层5,其叠合层4为一层预制层5,一层现浇现抹层6,再一层预制层5多层叠合而成。The present invention is also characterized in that the
本发明的特征还在于所述的叠合层4为一层现浇现抹层6,一层预制层5,再一层现浇现抹层6多层叠合而成。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围成空腔模壳构件,其叠合层4为一层现浇现抹层6,一层预制层5,再一层现浇现抹层6叠合而成。The present invention is also characterized in that the
本发明的特征还在于所述的叠合层4中的预制层5为与上板1、周围侧壁2或下底板3连体的预制板。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围成空腔模壳构件,其叠合层4中的预制层5为与上板1连体的预制片。The present invention is also characterized in that the
本发明的特征还在于所述的叠合层4中的现浇现抹层为与上板1或周围侧壁2或下底板3一起连体成型的现浇现抹层。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围成空腔模壳构件,其叠合层4中为现浇现抹层为与上板1一起连体成型的现浇现抹层。The present invention is also characterized in that the cast-in-place plaster layer in the
本发明的特征还在于所述的叠合层4的预制层5与现浇现抹层6的材质不同。如图6所示,上板1、周围侧壁2和下底板3围成空腔模壳构件,其叠合层4的预制层5与现浇现抹层6的材质不同。The present invention is also characterized in that the materials of the
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、下底板3、预制层5或现浇现抹层6中的至少一种中含有增强物7,并伸入相邻的壁体中锚固。增强物7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,或二者以上组合,如增强物7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围成空腔模壳构件,下底板3为多层叠合而成的叠合层4,其上板1和周围侧壁2中的增强物7彼此伸入相邻构件的基体中相互拉结锚固,图示增强物7为纤维网格布。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增强物7向外露出。The present invention is also characterized in that the reinforcement 7 is exposed outward.
本发明的特征还在于所述的叠合层4的预制层5之间或与现浇现抹层6之间以粘合、咬合、焊合、压合、锚杆连接、螺钉连接或铆合的方式叠合成整体。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围成空腔模壳构件,周围侧壁2与下底板3相互叠合有叠合层4,其叠合层4的预制层5与现浇现抹层6之间以粘合的方式叠合成整体。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上还设置有阴角8、倒角9、凹槽10、孔洞12或阳角15中的至少一种。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围成空腔模壳构件,下底板3为多层叠合而成的叠合层4,其空腔模壳构件上还同时设置有倒角9、凹槽10、凹坑11、孔洞12、凸台模块13和阳角15。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围成空腔模壳构件,下底板3为多层叠合而成的叠合层4,其空腔模壳构件上还同时设置有阴角8、倒角9、凹槽10和凸条14。The present invention is also characterized in that at least one of the inner corner 8 , the
本发明的特征还在于所述的阴角8、倒角9、凹槽10或孔洞12相互呈平行、正交、斜交或立交设置或相互形成网格状设置。如图10所示,上板1、周围侧壁2和下底板3围成空腔模壳构件,其所述的阴角8、倒角9、凹槽10和凸条14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 internal corners 8 ,
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加劲肋16、加劲杆17或加强筋18中的至少一种。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围成空腔模壳构件,下底板3为多层叠合而成的叠合层4,其空腔模壳构件的封闭空腔内设置有加劲肋16、加劲杆17和加强筋18。The present invention is also characterized in that at least one of stiffening
本发明的特征还在于所述的加劲肋16、加劲杆17或加强筋18中的至少一种露出空腔模壳构件外。如图11所示,加劲肋16和加劲杆17有部分露出模壳构件外。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加劲肋16、加劲杆17或加强筋18上还有增强物7露出。The present invention is also characterized in that reinforcements 7 are exposed on the stiffening
本发明的特征还在于所述的加劲肋16、加劲杆17或加强筋18与预制层5叠合。The present invention is also characterized in that said stiffening
本发明的特征还在于叠合后露筋状、网状增强物7。The present invention is also characterized in that the tendon-like and mesh-like reinforcements 7 are exposed after lamination.
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19。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围成空腔模壳构件,其空腔模壳构件的封闭空腔内设置有轻质材料19,图示轻质材料19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中的至少一种为可拆卸的活动部件。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围成空腔模壳构件,下底板3为多层叠合而成的叠合层4,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 the
本发明的特征还在于所述的空腔模壳构件的上板1或周围侧壁2的外表面中的至少一种为波纹形或者锯齿形外表面。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围成空腔模壳构件,其上板1和周围侧壁2的外表面为粗糙的外表面。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20。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围成空腔模壳构件,其空腔模壳构件上设置有定位构件20,图示定位构件20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21。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围成空腔模壳构件,其空腔模壳构件上设置有用于彼此连接用的连接件21,图示连接件21为承插管件。The present invention is also characterized in that the cavity formwork components are provided with connecting
本发明的特征还在于所述的上板1或下底板3的至少一种的至少一外侧伸出有挑边22。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围成空腔模壳构件,其下底板3伸出有挑边22。The present invention is also characterized in that at least one outer side of at least one of the
本发明的特征还在于所述的挑边22为叠合层挑边。如图17所示,上板1、周围侧壁2和下底板3围成空腔模壳构件,下底板3伸出有挑边22,其挑边22为叠合层挑边。The present invention is also characterized in that said flange 22 is a lamination layer flange. As shown in FIG. 17 , 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的至少一种上叠合有预制层5。如图18所示,下底板3上叠合有预制层5。The present invention is also characterized in that a
本发明的特征还在于所述的下底板3或现浇现抹层6为水泥砂浆或聚合物砂浆制成,其上板1或周围侧壁2的壁为水泥纤维制成,其预制层5为轻骨料砼层制成。如图7所示,上板1、周围侧壁2和下底板3围成空腔模壳构件,其下底板3为钢筋砼下底板,上板1和周围侧壁2为水泥纤维砂浆壁。The present invention is also characterized in that the
本发明的特征还在于所述的下底板3或现浇现抹层6为砼制成,其上板1或周围侧壁2的壁为水泥纤维网或水泥钢筋网或水泥钢丝网制成,其预制层5为加气砼层制成。The present invention is also characterized in that the
本发明的特征还在于所述的下底板3或现浇现抹层6为轻质砼或聚合物砼制成,其上板1或周围侧壁2的壁为砼板制成,其预制层5为水泥砂浆层或水泥纤维层或水泥钢丝网层或水泥砼层或钢筋砼层制成。The present invention is also characterized in that the
本发明的特征还在于所述的下底板3或现浇现抹层6为聚合物砂浆制成,其上板1或周围侧壁2的壁为木胶板、塑料、金属压型板制成,其预制层5为塑料板、金属压型板或木胶板制成。The present invention is also characterized in that the
本发明的特征还在于所述的上板1、周围侧壁2、下底板3、预制层5或现浇现抹层6中的至少一种是由多层粘有胶凝材料的筋或网的增强物7叠合而成。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围成空腔模壳构件,其上板1由多层粘有胶凝材料的网状增强物7叠合而成。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空腔模壳构件上设置有搬运件23。如图17所示,空腔模壳构件的挑边22上设置有搬运件23。The present invention is also characterized in that a carrier 23 is arranged on the cavity formwork member. As shown in FIG. 17 , a carrier 23 is provided on the flange 22 of the cavity formwork member.
本发明实施时,可先制作一面开口的带预制边的开口空腔模壳,然后,制作下底板3,在下底板3料浆未凝结硬化前,将开口空腔模壳扣合其上,待料浆凝结硬化后,养护至规定龄期,即可得空腔模壳构件。When the present invention is implemented, an open cavity formwork with a prefabricated edge that is open on one side can be made first, then the
Claims (32)
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2003101011753A CN1329601C (en) | 2003-10-21 | 2003-10-21 | A cavity formwork member |
| CN200710129332.XA CN101089315B (en) | 2003-10-21 | 2003-10-21 | Hollow mould component |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2003101011753A CN1329601C (en) | 2003-10-21 | 2003-10-21 | A cavity formwork member |
Related Child Applications (29)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2007101365281A Division CN100564754C (en) | 2003-10-21 | 2003-10-21 | A kind of cavity former component |
| CN2007101415295A Division CN101096871B (en) | 2003-10-21 | 2003-10-21 | Cavity formwork member |
| CN2007101415346A Division CN101096875B (en) | 2003-10-21 | 2003-10-21 | Cavity formwork member |
| CN200710129332.XA Division CN101089315B (en) | 2003-10-21 | 2003-10-21 | Hollow mould component |
| CN2007101415350A Division CN101096876B (en) | 2003-10-21 | 2003-10-21 | Cavity formwork member |
| CN2007101415365A Division CN101096877B (en) | 2003-10-21 | 2003-10-21 | Cavity formwork member |
| CN 200710129334 Division CN101089317A (en) | 2003-10-21 | 2003-10-21 | Hollow mould component |
| CN2007101415312A Division CN101096872B (en) | 2003-10-21 | 2003-10-21 | Cavity formwork member |
| CN2007101365309A Division CN101078277B (en) | 2003-10-21 | 2003-10-21 | Cavity form component |
| CNB2007101415416A Division CN100535342C (en) | 2003-10-21 | 2003-10-21 | Shuttering component of cavity |
| CNA2007101365262A Division CN101113627A (en) | 2003-10-21 | 2003-10-21 | Cavity formwork member |
| CN2007101293387A Division CN101089321B (en) | 2003-10-21 | 2003-10-21 | Hollow mould component |
| CN2007101365258A Division CN101113626B (en) | 2003-10-21 | 2003-10-21 | Cavity formwork member |
| CN2007101415327A Division CN101096873B (en) | 2003-10-21 | 2003-10-21 | Cavity formwork member manufacture method |
| CN2007101365243A Division CN101113625B (en) | 2003-10-21 | 2003-10-21 | Cavity formwork member |
| CN2007101415331A Division CN101096874B (en) | 2003-10-21 | 2003-10-21 | Cavity formwork member |
| CNB2007101415399A Division CN100476139C (en) | 2003-10-21 | 2003-10-21 | A cavity formwork member |
| CNA2007101365239A Division CN101113624A (en) | 2003-10-21 | 2003-10-21 | Cavity formwork member |
| CN2007101365313A Division CN101078278B (en) | 2003-10-21 | 2003-10-21 | Cavity form component |
| CN2007101293353A Division CN101089318B (en) | 2003-10-21 | 2003-10-21 | Hollow mould component |
| CN2007101365328A Division CN101078279B (en) | 2003-10-21 | 2003-10-21 | Cavity form component |
| CN2007101365614A Division CN101153509B (en) | 2003-10-21 | 2003-10-21 | Cavity formwork member |
| CN 200710129333 Division CN101089316B (en) | 2003-10-21 | 2003-10-21 | Hollow mould component |
| CN2007101365582A Division CN101153508B (en) | 2003-10-21 | 2003-10-21 | Cavity formwork member |
| CNB2007101415401A Division CN100469991C (en) | 2003-10-21 | 2003-10-21 | A cavity formwork member |
| CN2007101470536A Division CN101152731B (en) | 2003-10-21 | 2003-10-21 | Method for manufacturing cavity formwork member |
| CN2007101365277A Division CN101078275B (en) | 2003-10-21 | 2003-10-21 | Cavity form component |
| CN 200710129337 Division CN101089320B (en) | 2003-10-21 | 2003-10-21 | Hollow mould component |
| CN2007101293368A Division CN101089319B (en) | 2003-10-21 | 2003-10-21 | Hollow mould component |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1609373A CN1609373A (en) | 2005-04-27 |
| CN1329601C true CN1329601C (en) | 2007-08-01 |
Family
ID=34756136
Family Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2003101011753A Expired - Fee Related CN1329601C (en) | 2003-10-21 | 2003-10-21 | A cavity formwork member |
| CN200710129332.XA Expired - Fee Related CN101089315B (en) | 2003-10-21 | 2003-10-21 | Hollow mould component |
Family Applications After (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN200710129332.XA Expired - Fee Related CN101089315B (en) | 2003-10-21 | 2003-10-21 | Hollow mould component |
Country Status (1)
| Country | Link |
|---|---|
| CN (2) | CN1329601C (en) |
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| CN101096872B (en) * | 2003-10-21 | 2010-06-02 | 邱则有 | Cavity formwork member |
| CN101153509B (en) * | 2003-10-21 | 2010-06-02 | 邱则有 | Cavity formwork member |
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| CN101200948B (en) * | 2005-06-06 | 2011-12-21 | 湖南邱则有专利战略策划有限公司 | Cast-in-situs concrete hollow slab |
| CN101200949B (en) * | 2005-06-06 | 2010-12-29 | 湖南邱则有专利战略策划有限公司 | Cast-in-situs concrete hollow slab |
| CN101196029B (en) * | 2005-06-06 | 2011-03-02 | 湖南邱则有专利战略策划有限公司 | Cast-in-situ concrete hollow slab |
| CN101196039B (en) * | 2005-06-06 | 2011-10-05 | 湖南邱则有专利战略策划有限公司 | Cast-in-situ concrete hollow slab |
| CN101200952B (en) * | 2005-06-06 | 2011-07-20 | 湖南邱则有专利战略策划有限公司 | Cast-in-situs concrete hollow slab |
| CN101196038B (en) * | 2005-06-06 | 2010-10-06 | 邱则有 | Cast-in-situ concrete hollow slab |
| CN101220660B (en) * | 2005-06-06 | 2010-07-14 | 邱则有 | Cavity formwork member for cast-in-situ concrete hollow slab |
| CN101196048B (en) * | 2005-06-06 | 2010-10-06 | 邱则有 | Cast-in-situ concrete hollow slab |
| CN101196055B (en) * | 2005-06-06 | 2010-07-14 | 邱则有 | Cast-in-situ concrete hollow slab |
| CN101196025B (en) * | 2005-06-06 | 2010-07-14 | 邱则有 | Cast-in-situ concrete hollow slab |
| CN1982564B (en) * | 2005-07-12 | 2012-05-23 | 湖南邱则有专利战略策划有限公司 | Hollow basin |
| CN101003994B (en) * | 2005-07-21 | 2010-05-26 | 邱则有 | A lightweight permanent blank shell for concrete filling |
| CN1995580B (en) * | 2005-07-21 | 2010-09-01 | 邱则有 | Light permanent tyre casing for concrete filling |
| CN101029512B (en) * | 2006-02-27 | 2010-10-06 | 邱则有 | cast-in-place concrete hollow slab |
| CN102767255A (en) * | 2012-07-27 | 2012-11-07 | 傅礼铭 | Energy-saving cavity component |
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Also Published As
| Publication number | Publication date |
|---|---|
| CN1609373A (en) | 2005-04-27 |
| CN101089315B (en) | 2015-07-08 |
| CN101089315A (en) | 2007-12-19 |
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