CN101298794A - Cast-in-situ reinforced concrete or prestressed reinforcement concrete hollow slab - Google Patents
Cast-in-situ reinforced concrete or prestressed reinforcement concrete hollow slab Download PDFInfo
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Abstract
Description
本申请为申请日为2004年8月11日、申请号为200410155218.0、名称为“一种现浇砼填充用空心胎体”的发明专利申请的分案申请。This application is a divisional application of an invention patent application with an application date of August 11, 2004, an application number of 200410155218.0, and a title of "a hollow matrix for filling cast-in-place concrete".
(一)技术领域(1) Technical field
本发明涉及一种现浇钢筋砼或预应力钢筋砼空心板。The invention relates to a hollow slab of cast-in-place reinforced concrete or prestressed reinforced concrete.
(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。又如专利号为ZL00203695.9、名称为“组合砼暗肋楼盖板”实用新型专利,其说明书中公开了一种模壳构件,它可以是实心的,也可以是空心的,其外形可根据设计要求制成长方形、圆形、多边形等形状。但是这种建筑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,研制一种新型的现浇钢筋砼或预应力钢筋砼空心板已为急需。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, and the upper plate, the surrounding side walls and the lower bottom form a polyhedral cavity. Another example is that the patent No. is ZL00203695.9, and the name is called "combined concrete hidden rib floor slab" utility model patent, which discloses a formwork member in its specification, which can be solid or hollow, and its shape can be According to design requirements, it can be made into rectangle, circle, polygon and other shapes. However, it is inconvenient to make such a building component, 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 novel cast-in-place reinforced concrete or prestressed reinforced concrete hollow slab.
(三)发明内容(3) Contents of the invention
本发明的目的在于提供一种现浇钢筋砼或预应力钢筋砼空心板,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 hollow slab of cast-in-place reinforced concrete or prestressed reinforced concrete, 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,包括钢筋砼、空心胎体,空心胎体裹含在现浇钢筋砼中,空心胎体由外壁围合形成,其内为空腔,其特征在于空心胎体的上部或下部外壁为预制板壁和料浆胚体软硬叠合胶结硬固而成,料浆胚体的叠合层内设置有增强物,增强物露出空心胎体外,空腔内无加强件。这样,由于空心胎体的至少一处外壁为预制板壁和料浆胚体软硬叠合胶结硬固而成,因而可先制作一面开口的空心胎体,然后,将开口面朝上,将预制的外壁板悬挂或放置于开口面上,在预制的外壁板上用料浆胚体封堵,待料浆硬化后,养护至规定龄期,即可得到所述的空心胎体,其制作容易、生产效率高,相应成本低;同时,空心胎体还具有结构简单、强度高、刚度大、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的板、楼盖、屋盖、墙体、基础底板以及桥梁使用,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 reinforced concrete and hollow carcass. The hollow carcass is wrapped in the cast-in-place reinforced concrete. It is characterized in that the outer wall of the upper or lower part of the hollow carcass is made of prefabricated board walls and slurry embryos, which are soft and hard laminated and cemented. Reinforcements are arranged in the superimposed layers of the slurry embryos, and the reinforcements are exposed outside the hollow carcass. There are no reinforcements in the cavity. In this way, since at least one outer wall of the hollow carcass is made of the prefabricated board wall and the slurry embryo body, which are soft and hard laminated and solidified, the hollow carcass with one side opening can be made first, and then, with the opening facing upward, the prefabricated The outer wall panels are hung or placed on the opening surface, and the prefabricated outer wall panels are blocked with slurry embryos. After the slurry is hardened, the hollow matrix can be obtained after curing to the specified age, which is easy to manufacture. , high production efficiency and low corresponding cost; at the same time, the hollow carcass also has the characteristics of simple structure, high strength, high rigidity, excellent deformation resistance, anti-vibration performance, convenient construction, fast construction speed, etc., thereby achieving the purpose of the present invention. It is suitable for hollow slabs, floors, roofs, walls, foundation slabs and bridges of cast-in-place reinforced concrete or prestressed reinforced concrete, especially for hollow beamless floors.
空心胎体中的叠合层强度和抗冲击破坏能力得到大幅度提高,使空心胎体应用于现浇砼空心楼盖中时,不易损坏,能充分满足施工承载要求,方便施工。The laminated layer strength and impact resistance in the hollow carcass are greatly improved, so that when the hollow carcass is applied to the cast-in-place concrete hollow floor, it is not easy to be damaged, can fully meet the construction bearing requirements, and is convenient for construction.
本发明的特征还在于所述的空心胎体为多面体。这样,空心胎体为多面体时,生产制作方便,易于实现机械化大批量生产;若空心胎体为规则的多面体空心胎体时,则可更充分满足各种规则设计的楼板的使用需求。同时,本技术领域人员也可根据需求,生产使用不规则的变径的或者异形的多面体空心胎体来满足不同情况下的使用需求,以方便应用。The present invention is also characterized in that the hollow carcass is a polyhedron. In this way, when the hollow carcass is a polyhedron, it is convenient to manufacture, and it is easy to realize mechanized mass production; if the hollow carcass is a regular polyhedral hollow carcass, it can more fully meet the use requirements of various regular-designed floors. At the same time, those skilled in the art can also produce and use irregular polyhedral hollow carcass with variable diameter or special shape according to the requirements to meet the use requirements in different situations and to facilitate the application.
本发明的特征还在于所述的空心胎体为六面体。这样,空心胎体为六面体时,生产制作方便,易于实现机械化大批量生产;若空心胎体为规则的六面体空心胎体时,则可更充分满足各种规则设计的楼板的使用需求。同时,本技术领域人员也可根据需求,生产使用不规则的变径的或者异形的六面体空心胎体来满足不同情况下的使用需求,以方便应用。The present invention is also characterized in that the hollow carcass is a hexahedron. In this way, when the hollow carcass is a hexahedron, it is convenient to manufacture and realize mechanized mass production; if the hollow carcass is a regular hexahedral hollow carcass, it can more fully meet the use requirements of various regular-designed floors. At the same time, those skilled in the art can also produce and use irregular diameter-reducing or irregular hexahedral hollow carcass according to requirements to meet the use requirements in different situations, so as to facilitate the application.
本发明的特征还在于所述的六面体空心胎体的至少一面的彼此相对面的外壁均由预制板壁和料浆胚体软硬叠合胶结硬固而成。这样,在六面体空心胎体的制作过程中,采用预制板壁和料浆胚体软硬胶结硬固的方式制作空心胎体的壁面,形成了叠合结构的外壁,大大提高了空心胎体的刚度和强度,同时,也减少了生产空心胎体所需模板,节约了制作成本。The present invention is also characterized in that the outer walls of at least one side of the hexahedral hollow carcass opposite to each other are all made of prefabricated board walls and slurry embryos laminated with soft and hard, cemented and hardened. In this way, during the production process of the hexahedral hollow carcass, the wall surface of the hollow carcass is made by the way of prefabricated board wall and slurry embryo body, which is soft and hard cemented and solidified, forming the outer wall of the superimposed structure, which greatly improves the rigidity of the hollow carcass and strength, at the same time, it also reduces the templates required for the production of the hollow carcass, saving the production cost.
本发明的特征还在于所述的空心胎体上设置有撑脚,或者撑脚内设置有增强物,或者增强物伸入外壁内锚固。这样,当空心胎体应用于现浇砼楼盖中时,撑脚可将空心胎体支撑,准确地将空心胎体布置在楼盖的中间层位置,以保证楼盖的施工质量。若撑脚内设置增强物,或者其增强物还伸入外壁内锚固时,可提高撑脚的强度及撑脚与空心胎体之间的连接强度,使撑脚不易断裂掉落,同时,也使其承载的能力得到提高。The present invention is also characterized in that the hollow carcass is provided with a support foot, or a reinforcement is provided in the support foot, or the reinforcement extends into the outer wall for anchoring. In this way, when the hollow carcass is applied to the cast-in-place concrete floor, the supporting feet can support the hollow carcass, and accurately arrange the hollow carcass at the middle layer of the floor to ensure the construction quality of the floor. If reinforcements are installed in the support feet, or when the reinforcements extend into the outer wall for anchoring, the strength of the support feet and the connection strength between the support feet and the hollow carcass can be improved, so that the support feet are not easy to break and fall, and at the same time, improve its carrying capacity.
本发明的特征还在于所述的撑脚为固定脚。这样,撑脚与空心胎体之间的整体性更好,更便于施工。The present invention is also characterized in that the supporting feet are fixed feet. In this way, the integrity between the support foot and the hollow carcass is better, and construction is more convenient.
本发明的特征还在于所述的撑脚为活动脚。这样,空心胎体应用于现浇砼空心楼盖中时,可大大提高空心楼盖的施工速度,同时,方便搬运,不易损坏撑脚。The present invention is also characterized in that the supporting feet are movable feet. In this way, when the hollow carcass is applied to the cast-in-situ concrete hollow floor, the construction speed of the hollow floor can be greatly improved, and at the same time, it is convenient to carry and not easy to damage the supporting feet.
本发明的特征还在于所述的撑脚为分体脚。这样,撑脚为分体脚时,在设置到现浇空心砼楼盖中之前,将撑脚拆卸下来,方便了空心胎体的生产、码放、运输及应用,保证了撑脚的可靠性。The present invention is also characterized in that the supporting feet are split feet. In this way, when the supporting feet are split feet, the supporting feet are disassembled before being installed in the cast-in-situ hollow concrete floor, which facilitates the production, stacking, transportation and application of the hollow carcass, and ensures the reliability of the supporting feet.
本发明的特征还在于所述的撑脚为砂浆硬质脚、砼脚或者塑料脚。这样,可方便设计与施工单位选用,有利于降低空心胎体的成本。The present invention is also characterized in that the support feet are mortar hard feet, concrete feet or plastic feet. In this way, it is convenient for design and construction units to choose, and it is beneficial to reduce the cost of the hollow carcass.
本发明的特征还在于所述的空心胎体或/和撑脚上设置有固定或分体的抗浮件。这样,在空心胎体或撑脚上设置固定或分体的抗浮件,在空心胎体应用于现浇砼空心楼盖中时,通过抗浮件的固定,可有效地防止空心胎体的移动错位和上浮,可大大提高现浇砼空心楼盖的浇筑质量。The present invention is also characterized in that the hollow carcass or/and the support feet are provided with fixed or separate anti-floating components. In this way, fixed or separate anti-floating parts are arranged on the hollow carcass or the support feet. When the hollow carcass is applied to the cast-in-situ concrete hollow floor, the hollow carcass can be effectively prevented from falling by fixing the anti-floating parts. The dislocation and floating can greatly improve the pouring quality of the cast-in-place concrete hollow floor.
本发明的特征还在于所述的空心胎体的侧面外壁上设置有悬挑的肋间距限宽件。这样,在空心胎体的侧面外壁上设置有悬挑的肋间距限宽件后,当空心胎体应用于现浇砼空心楼盖中时,肋间距限宽件能有效地保证楼盖中暗肋的宽度与设计宽度一致,在起到限位的同时,肋间距限宽件还可起到承托肋间钢筋的作用,以及对钢筋进行定位的作用,使暗肋上部钢筋不会掉到暗肋的下部,从而有效地保证现浇砼空心楼盖的浇筑质量。The present invention is also characterized in that a cantilevered rib spacing width limiting member is arranged on the side outer wall of the hollow carcass. In this way, after the cantilevered rib spacing width-limiting parts are arranged on the side outer wall of the hollow carcass, when the hollow carcass is applied to the cast-in-situ concrete hollow floor, the rib spacing width-limiting parts can effectively ensure the dark space in the floor. The width of the rib is consistent with the design width. While limiting the position, the rib spacing width limiting piece can also play the role of supporting the reinforcement between the ribs and positioning the reinforcement so that the reinforcement on the upper part of the hidden rib will not fall. The lower part of the hidden rib, thus effectively ensuring the pouring quality of the cast-in-place concrete hollow floor.
本发明的特征还在于所述的空心胎体的外壁上设置有钢筋的垫条或垫块。这样,当空心胎体应用于现浇砼空心楼盖中时,空心胎体的外壁上设置的钢筋的垫条或垫块,可使楼盖中的钢筋架空,使得楼盖中的钢筋与空心胎体之间保持合适的间距,现浇砼后,可保证钢筋完全被现浇砼握裹,从而保证钢筋与现浇砼之间握裹力均匀统一,保证现浇砼楼盖的质量;同时,也可防止钢筋产生锈蚀;而且垫条或垫块的设置使钢筋的布设更方便,可大大方便空心胎体的施工应用。The present invention is also characterized in that the outer wall of the hollow carcass is provided with a reinforcing bar pad or pad. In this way, when the hollow carcass is applied to the cast-in-place concrete hollow floor, the pads or spacers of the steel bars provided on the outer wall of the hollow carcass can make the steel bars in the floor overhead, so that the steel bars in the floor can be connected with the hollow floor. Maintain a proper distance between the carcass. After the cast-in-place concrete is cast, it can ensure that the steel bars are completely wrapped by the cast-in-place concrete, so as to ensure that the binding force between the steel bars and the cast-in-place concrete is uniform and uniform, and the quality of the cast-in-place concrete floor is guaranteed; at the same time , It can also prevent the corrosion of steel bars; and the setting of pads or pads makes the laying of steel bars more convenient, which can greatly facilitate the construction and application of hollow carcass.
本发明的特征还在于所述的外壁中设置有增强物,增强物为钢筋、钢丝、钢筋网、钢丝网、金属薄条带、有机薄条带、纤维带、纤维丝、纤维网、纤维网格布、短纤维中的至少一种。这样,设置有增强物的外壁,其强度得到了极大的提高,同时增强物的多样性便于材料的选用,有利于降低空心胎体的成本。The present invention is also characterized in that reinforcements are arranged in the outer wall, and the reinforcements are steel bars, steel wires, steel mesh, steel wire mesh, thin metal strips, organic thin strips, fiber tapes, fiber filaments, fiber nets, and fiber nets. At least one of plaid and short fibers. In this way, the strength of the outer wall provided with reinforcements is greatly improved, and the diversity of reinforcements facilitates the selection of materials, which is beneficial to reducing the cost of the hollow carcass.
本发明的特征还在于所述的外壁中的增强物彼此相连。这样,外壁中的增强物彼此相连接后,可大大提高空心胎体的整体性,使其不易开裂,同时,可大幅度降低空心胎体的损耗率,降低施工成本。The invention is also characterized in that the reinforcements in said outer wall are connected to each other. In this way, after the reinforcements in the outer wall are connected to each other, the integrity of the hollow carcass can be greatly improved, making it difficult to crack. At the same time, the loss rate of the hollow carcass can be greatly reduced, and the construction cost can be reduced.
本发明的特征还在于所述的增强物露出空心胎体外。这样,当所述空心胎体应用于楼盖中后,露出空心胎体的增强物和现浇砼结合,可大大改善空心胎体与现浇砼之间的粘结强度,弥补现浇与预制相接合的接合界面强度损失,有利于施工应用。The present invention is also characterized in that the reinforcement is exposed outside the hollow carcass. In this way, when the hollow carcass is applied to the floor, the exposed reinforcement of the hollow carcass is combined with the cast-in-place concrete, which can greatly improve the bonding strength between the hollow carcass and the cast-in-place concrete, and make up for the difference between cast-in-place and prefabricated concrete. The strength loss of the joined joint interface is beneficial to construction and application.
本发明的特征还在于所述的空心胎体上还设置有弧角、倒角、阴角、凹槽、凹坑、孔洞中的至少一个。这样,在结构需要局部加强时,弧角、倒角、阴角、凹槽、凹坑、孔洞等部位与现浇砼结合,可对结构作局部加强,使结构更为合理;同时在弧角、倒角、阴角、凹槽、凹坑、孔洞等部位还便于各种管线的布置,有利于降低施工成本。The feature of the present invention is that the hollow carcass is further provided with at least one of arc corners, chamfers, inner corners, grooves, pits and holes. In this way, when the structure needs local reinforcement, arc corners, chamfers, inner corners, grooves, pits, holes and other parts can be combined with cast-in-place concrete to locally strengthen the structure and make the structure more reasonable; , chamfers, inner corners, grooves, pits, holes and other parts are also convenient for the layout of various pipelines, which is conducive to reducing construction costs.
本发明的特征还在于所述的空心胎体的外壁的至少一个面上设置有十字形或者井字形或者米字形的凹槽。这样,空心胎体应用于楼盖时,现浇砼浇注入凹槽内后,形成了现浇的十字或井字或米字形砼加强筋,十字形加强筋加强了空心胎体上部的现浇砼薄板,井字形加强筋可大幅度提高空心胎体上部现浇砼薄板的承载能力,米字形加强筋则使空心胎体上部的现浇砼薄板形成可向八个方向传递应力的多向结构,它们均可有效地提高楼盖的强度与刚度。The present invention is also characterized in that at least one surface of the outer wall of the hollow carcass is provided with cross-shaped or well-shaped or Pozi-shaped grooves. In this way, when the hollow carcass is applied to the floor, after the cast-in-place concrete is poured into the groove, a cast-in-place cross or well-shaped or rice-shaped concrete reinforcing bar is formed, and the cross-shaped reinforcing rib strengthens the cast-in-place concrete on the upper part of the hollow carcass. Concrete thin slabs and well-shaped reinforcing ribs can greatly improve the bearing capacity of the cast-in-place concrete slabs on the upper part of the hollow carcass, and the rice-shaped reinforcing ribs make the cast-in-place concrete slabs on the upper part of the hollow carcass form a multi-directional structure that can transmit stress in eight directions , they can effectively improve the strength and rigidity of the floor.
本发明的特征还在于所述的空腔中设置有预制的加强件。这样,由于空腔中设置有预制的加强件,因而空心胎体的强度与刚度大大提高,在搬运及施工过程中不易出现破损等现象,同时,还可参与楼盖的受力与传力。The present invention is also characterized in that prefabricated reinforcements are arranged in the cavity. In this way, since prefabricated reinforcements are provided in the cavity, the strength and rigidity of the hollow carcass are greatly improved, and it is not easy to be damaged during transportation and construction. At the same time, it can also participate in the force bearing and transmission of the floor.
本发明的特征还在于所述的预制的加强件为空心杆件,空心杆件的两端口与外壁外部相连通,形成连通的孔洞。这样,由于空心胎体上形成有连通的孔洞,在施工过程中浇入砼,可形成现浇与预制相结合的加强件,可大大加强加强件的强度与刚度,同时,可参与楼盖的受力与传力,提高楼盖的力学性能;此外,加强件为空心加强件,可大大减轻空心胎体的重量,便于运输、施工。The present invention is also characterized in that the prefabricated reinforcement is a hollow rod, and the two ports of the hollow rod communicate with the outside of the outer wall to form a connected hole. In this way, since there are connected holes formed on the hollow carcass, concrete can be poured in during the construction process to form a combination of cast-in-place and prefabricated reinforcements, which can greatly enhance the strength and rigidity of the reinforcements, and at the same time, can participate in the construction of the floor Stress and force transmission can improve the mechanical properties of the floor; in addition, the reinforcement is a hollow reinforcement, which can greatly reduce the weight of the hollow carcass and facilitate transportation and construction.
本发明的特征还在于所述的空心胎体上设置的凹槽与空心杆件的连通的孔洞连接相通。这样,浇入砼时,形成的现浇砼加强筋和空心胎体内的现浇砼加强件相结合,可大大提高楼盖的力学性能,使楼盖结构更为坚固、合理,楼盖的整体性能更好。The present invention is also characterized in that the groove provided on the hollow carcass communicates with the connected hole of the hollow rod. In this way, when pouring concrete, the combination of the cast-in-place concrete reinforcement formed in the hollow carcass and the cast-in-place concrete reinforcement in the hollow carcass can greatly improve the mechanical properties of the floor, making the floor structure more firm and reasonable, and the overall structure of the floor Performance is better.
本发明的特征还在于所述的外壁为平板、弧板、折板、波纹板或其组合的胎壁。这样,当外壁为平板时,空心胎体生产制作方便,砼在其外表面流动性好;若为弧板则可使应用其空心胎体的楼板形成连续拱形受力结构,而且在有效提高楼盖内部空心率的同时,可大大增加外壁和现浇砼的接合面积,使空心胎体和现浇砼融合成一整体,可有效地提高楼盖的整体性。The present invention is also characterized in that the outer wall is a tire wall of a flat plate, an arc plate, a folded plate, a corrugated plate or a combination thereof. In this way, when the outer wall is a flat plate, the production of the hollow carcass is convenient, and the fluidity of the concrete on its outer surface is good; if it is an arc plate, the floor slab using its hollow carcass can form a continuous arched stress structure, and it can effectively improve At the same time, the hollow rate inside the floor can greatly increase the joint area between the outer wall and the cast-in-place concrete, so that the hollow carcass and the cast-in-place concrete can be integrated into a whole, which can effectively improve the integrity of the floor.
本发明的特征还在于所述的空心胎体的外壁上设置有至少一个活动的可拆卸式连接盖板,或者盖板上有增强物露出。这样,设置可拆卸连接盖板或露增强物的盖板,在施工中可方便检查其内部结构情况,并方便管线或者其它预制件如开关盒、电线盒、加劲肋、加劲杆等的布设,其上的外露增强物和现浇砼相结合,可使其具有更好的握裹力,施工后,其整体性更好。当增强物从连接盖板上露出后,可大大改善其与现浇砼之间的粘结强度。The present invention is also characterized in that at least one movable and detachable connecting cover is provided on the outer wall of the hollow carcass, or reinforcements are exposed on the cover. In this way, the detachable connection cover plate or the cover plate exposed to the reinforcement can be set to facilitate the inspection of its internal structure during construction, and facilitate the layout of pipelines or other prefabricated parts such as switch boxes, wire boxes, stiffeners, stiffeners, etc. The combination of the exposed reinforcement on it and the cast-in-place concrete can make it have better gripping force, and after construction, its integrity is better. When the reinforcement is exposed from the connecting cover plate, the bonding strength between it and the cast-in-situ concrete can be greatly improved.
本发明的特征还在于所述的连接盖板上设置有与空心胎体连接吻合的连接件。这样,设置有与空心胎体连接吻合的连接件可方便快捷地接合或拆卸盖板;现浇砼时,可有效地防止砼流入空心胎体内部空腔中。连接件可为卡套、螺栓、公母槽、承插件、锯齿件等。The present invention is also characterized in that the connecting cover plate is provided with a connecting piece matching the connection of the hollow carcass. In this way, the connecting piece matched with the hollow carcass can be provided to quickly and conveniently join or disassemble the cover plate; when pouring concrete in place, it can effectively prevent the concrete from flowing into the inner cavity of the hollow carcass. The connecting parts can be ferrules, bolts, male and female grooves, sockets, sawtooth parts, etc.
本发明的特征还在于所述的空心胎体的底面上的撑脚下设置有底板。这样,撑脚下的底板可取代施工过程中的模板,可节省大量的人力、物力,省去模板的装、拆工序,提高施工速度,降低施工难度。The present invention is also characterized in that a bottom plate is arranged under the support feet on the bottom surface of the hollow carcass. In this way, the base plate under the feet can replace the formwork in the construction process, which can save a lot of manpower and material resources, save the assembly and disassembly process of the formwork, improve the construction speed and reduce the construction difficulty.
本发明的特征还在于所述的空心胎体上设置有接线盒、电线管、风管或者水管中的至少一个。这样,可十分方便地布设接线盒、水电管线,风管设置于空心胎体内还可节省外设风管所占的建筑空间,使建筑的有效使用空间提高,水管的设置可十分方便地隐蔽走水,省去管道布设空间,使消防水管布设更为安全方便。The present invention is also characterized in that the hollow carcass is provided with at least one of a junction box, an electrical conduit, an air pipe or a water pipe. In this way, the junction box and water and electricity pipelines can be arranged very conveniently, and the air ducts arranged in the hollow carcass can also save the building space occupied by the peripheral air ducts, so that the effective use space of the building can be improved, and the setting of the water pipes can be easily concealed. Water, saving the space for pipeline layout, making the layout of fire water pipes safer and more convenient.
本发明的特征还在于所述的空心胎体的空腔内局部或全部填充有轻质材料。轻质材料可为泡沫塑料、膨胀珍珠岩、膨胀蛭石、发泡或加气轻质砼等。这样,可大大提高空心胎体的保温、隔热、隔音性能。The present invention is also characterized in that part or all of the cavity of the hollow carcass is filled with lightweight materials. Lightweight materials can be foamed plastics, expanded perlite, expanded vermiculite, foamed or air-entrained lightweight concrete, and the like. In this way, the thermal insulation, heat insulation and sound insulation properties of the hollow carcass can be greatly improved.
本发明的特征还在于所述的空心胎体上设置有凸台模块。这样,根据设计需求,可将不受力砼部位以凸台模块代替,可减轻结构重量,降低楼盖成本。The present invention is also characterized in that the hollow carcass is provided with boss modules. In this way, according to the design requirements, the unstressed concrete part can be replaced by the boss module, which can reduce the structural weight and reduce the cost of the floor.
本发明的特征还在于所述的凸台模块为粘接、焊接、铆接、承插、卡套、螺栓连接固定于空心胎体上,或者凸台模块与空心胎体为一体成型的整体。这样,凸台模块可通过各种各样的方式连接在胎体上,使其制作简单,使用更方便。The present invention is also characterized in that the boss module is fixed on the hollow carcass by bonding, welding, riveting, socket, ferrule or bolt connection, or the boss module and the hollow carcass are integrally formed as a whole. In this way, the boss module can be connected to the carcass in various ways, making it easy to manufacture and more convenient to use.
本发明的特征还在于所述的空心胎体的外壁上设置有条状或板状的轻质材料的叠合层。这样,在空心胎体的外壁上设置条状或板状的轻质材料叠合层后,根据实际应用的不同情况和要求,可在条状或板状的轻质材料上开槽或坑或洞而不会损坏空心胎体,大大方便了在施工应用过程中的管线、钢筋及各种预埋件的埋设。The present invention is also characterized in that the outer wall of the hollow carcass is provided with a laminated layer of strip-shaped or plate-shaped lightweight materials. In this way, after the strip-shaped or plate-shaped lightweight material lamination layer is set on the outer wall of the hollow carcass, according to the different situations and requirements of actual applications, grooves or pits can be made on the strip-shaped or plate-shaped lightweight material or Hollow carcass will not be damaged, which greatly facilitates the embedding of pipelines, steel bars and various embedded parts during construction and application.
本发明的特征还在于两个以上的空心胎体可连体组成单向、双向或多向的胎模组件。这样,连体成组的空心胎体可使施工更为简单,施工速度更快,结构更轻,设计更为简便。The present invention is also characterized in that more than two hollow carcass can be joined together to form a unidirectional, bidirectional or multidirectional tire mold assembly. In this way, the conjoined hollow carcass can make the construction simpler, the construction speed faster, the structure lighter, and the design easier.
本发明的特征还在于所述的空心胎体的一组相对两面外壁平行。这样,当上述空心胎体应用于现浇砼空心楼盖中时,相对平行的外壁能形成规则的暗肋,有利于对楼盖内部受力结构进行质量控制。The present invention is also characterized in that a set of opposite outer walls of the hollow carcass are parallel. In this way, when the above-mentioned hollow carcass is applied to the cast-in-place concrete hollow floor, the relatively parallel outer walls can form regular hidden ribs, which is beneficial to quality control of the stressed structure inside the floor.
本发明的特征还在于所述的空心胎体的二组相对两面外壁各自平行。这样,当上述空心胎体应用于现浇砼空心楼盖中时,两组相对两面外壁各自平行,能使楼盖内部的受力暗肋相对平行,可大大优化受力结构体系,提高楼盖的力学性能。The present invention is also characterized in that the two sets of opposite outer walls of the hollow carcass are parallel to each other. In this way, when the above-mentioned hollow carcass is applied to the cast-in-situ concrete hollow floor, the outer walls of the two sets of opposite sides are parallel to each other, which can make the stressed hidden ribs inside the floor relatively parallel, which can greatly optimize the stressed structural system and improve the strength of the floor. mechanical properties.
本发明的特征还在于所述的空心胎体的三组相对两面外壁各自平行。这样,当上述空心胎体应用于现浇砼空心楼盖中时,三组相对两面外壁各自平行,能使楼盖内部的受力暗肋相对平行,可大大优化受力结构体系,提高楼盖的力学性能。The present invention is also characterized in that the three sets of opposite outer walls of the hollow carcass are parallel to each other. In this way, when the above-mentioned hollow carcass is applied to the cast-in-situ concrete hollow floor, the outer walls of the three sets of opposite sides are parallel to each other, which can make the stressed hidden ribs inside the floor relatively parallel, which can greatly optimize the stressed structural system and improve the strength of the floor. mechanical properties.
本发明的特征还在于所述的空心胎体上设置有连接件伸出。这样,在空心胎体上设置有伸出的连接件后,可方便空心胎体之间及空心胎体与其它需要与之连接的构件或钢筋连接,特别是在空心胎体应用于现浇砼空心楼盖中时,可大大方便施工,充分满足不同用户的使用要求。The present invention is also characterized in that the hollow carcass is provided with protruding connectors. In this way, after the protruding connectors are provided on the hollow carcass, it is convenient to connect the hollow carcass and other components or steel bars that need to be connected with it, especially when the hollow carcass is applied to cast-in-place concrete. When it is in the hollow floor, it can greatly facilitate the construction and fully meet the requirements of different users.
(四)附图说明(4) Description of drawings
图1是本发明实施例1中的空心胎体结构示意图,同时为空心胎体的局部剖视图,可见到空心胎体空腔内部的结构。Fig. 1 is a schematic diagram of the structure of the hollow carcass in Example 1 of the present invention, and it is also a partial cross-sectional view of the hollow carcass, and the structure inside the cavity of the hollow carcass can be seen.
图2是本发明实施例2中的空心胎体结构示意图,同时为空心胎体的局部剖视图,可见到空心胎体空腔内部的结构。Fig. 2 is a schematic diagram of the structure of the hollow carcass in Example 2 of the present invention, and it is also a partial cross-sectional view of the hollow carcass, and the structure inside the cavity of the hollow carcass can be seen.
图3是本发明实施例3中的空心胎体结构示意图,同时为空心胎体的局部剖视图,可见到空心胎体空腔内部的结构。Fig. 3 is a schematic structural view of the hollow carcass in Example 3 of the present invention, and it is also a partial cross-sectional view of the hollow carcass, and the structure inside the cavity of the hollow carcass can be seen.
图4是本发明实施例4中的空心胎体结构示意图,同时为空心胎体的局部剖视图,可见到空心胎体空腔内部的结构。Fig. 4 is a schematic structural view of the hollow carcass in Example 4 of the present invention, and it is also a partial cross-sectional view of the hollow carcass, and the structure inside the cavity of the hollow carcass can be seen.
图5是本发明实施例5中的空心胎体结构示意图,同时为空心胎体的局部剖视图,可见到空心胎体空腔内部的结构。Fig. 5 is a schematic diagram of the structure of the hollow carcass in Example 5 of the present invention, and it is also a partial cross-sectional view of the hollow carcass, and the structure inside the cavity of the hollow carcass can be seen.
图6是本发明实施例6中的空心胎体结构示意图,同时为空心胎体的局部剖视图,可见到空心胎体空腔内部的结构。Fig. 6 is a schematic structural view of the hollow carcass in Example 6 of the present invention, and it is also a partial cross-sectional view of the hollow carcass, and the structure inside the cavity of the hollow carcass can be seen.
图7是本发明实施例7中的空心胎体结构示意图,同时为空心胎体的局部剖视图,可见到空心胎体空腔内部的结构。Fig. 7 is a schematic structural view of the hollow carcass in Example 7 of the present invention, and it is also a partial cross-sectional view of the hollow carcass, and the structure inside the cavity of the hollow carcass can be seen.
图8是本发明实施例8中的空心胎体结构示意图,同时为空心胎体的局部剖视图,可见到空心胎体空腔内部的结构。Fig. 8 is a schematic diagram of the structure of the hollow carcass in Example 8 of the present invention, and it is also a partial cross-sectional view of the hollow carcass, and the structure inside the cavity of the hollow carcass can be seen.
图9是本发明实施例9中的空心胎体结构示意图,同时为空心胎体的局部剖视图,可见到空心胎体空腔内部的结构。Fig. 9 is a schematic structural view of the hollow carcass in Example 9 of the present invention, and it is also a partial cross-sectional view of the hollow carcass, and the structure inside the cavity of the hollow carcass can be seen.
图10是本发明实施例10中的空心胎体结构示意图,同时为空心胎体的局部剖视图,可见到空心胎体空腔内部的结构。Fig. 10 is a schematic structural view of the hollow carcass in Example 10 of the present invention, and it is also a partial cross-sectional view of the hollow carcass, and the structure inside the cavity of the hollow carcass can be seen.
图11是本发明实施例11中的空心胎体结构示意图,同时为空心胎体的局部剖视图,可见到空心胎体空腔内部的结构。Fig. 11 is a schematic structural view of the hollow carcass in Example 11 of the present invention, and is also a partial cross-sectional view of the hollow carcass, in which the structure inside the cavity of the hollow carcass can be seen.
图12是本发明实施例12中的空心胎体结构示意图,同时为空心胎体的局部剖视图,可见到空心胎体空腔内部的结构。Fig. 12 is a schematic structural view of the hollow carcass in Example 12 of the present invention, and it is also a partial cross-sectional view of the hollow carcass, and the structure inside the cavity of the hollow carcass can be seen.
图13是本发明实施例13中的空心胎体结构示意图,同时为空心胎体的局部剖视图,可见到空心胎体空腔内部的结构。Fig. 13 is a schematic structural view of the hollow carcass in Example 13 of the present invention, and it is also a partial cross-sectional view of the hollow carcass, and the structure inside the cavity of the hollow carcass can be seen.
图14是本发明实施例14中的空心胎体结构示意图,同时为空心胎体的局部剖视图,可见到空心胎体空腔内部的结构。Fig. 14 is a schematic structural view of the hollow carcass in Example 14 of the present invention, and it is also a partial cross-sectional view of the hollow carcass, and the structure inside the cavity of the hollow carcass can be seen.
图15是本发明实施例15中的空心胎体结构示意图,同时为空心胎体的局部剖视图,可见到空心胎体空腔内部的结构。Fig. 15 is a schematic structural view of the hollow carcass in Example 15 of the present invention, and it is also a partial cross-sectional view of the hollow carcass, and the structure inside the cavity of the hollow carcass can be seen.
图16是本发明实施例16中的空心胎体结构示意图,同时为空心胎体的局部剖视图,可见到空心胎体空腔内部的结构。Fig. 16 is a schematic structural view of the hollow carcass in Example 16 of the present invention, and it is also a partial cross-sectional view of the hollow carcass, and the structure inside the cavity of the hollow carcass can be seen.
图17是本发明实施例17中的空心胎体结构示意图,同时为空心胎体的局部剖视图,可见到空心胎体空腔内部的结构。Fig. 17 is a schematic structural view of the hollow carcass in Example 17 of the present invention, and it is also a partial cross-sectional view of the hollow carcass, and the structure inside the cavity of the hollow carcass can be seen.
图18是本发明实施例18中的空心胎体结构示意图,同时为空心胎体的局部剖视图,可见到空心胎体空腔内部的结构。Fig. 18 is a schematic structural view of the hollow carcass in Example 18 of the present invention, and it is also a partial cross-sectional view of the hollow carcass, and the structure inside the cavity of the hollow carcass can be seen.
图19是本发明实施例19中的空心胎体结构示意图,同时为空心胎体的局部剖视图,可见到空心胎体空腔内部的结构。Fig. 19 is a schematic structural view of the hollow carcass in Example 19 of the present invention, and it is also a partial cross-sectional view of the hollow carcass, and the structure inside the cavity of the hollow carcass can be seen.
图20是本发明实施例20中的空心胎体结构示意图,同时为空心胎体的局部剖视图,可见到空心胎体空腔内部的结构。Fig. 20 is a schematic structural view of the hollow carcass in Example 20 of the present invention, and it is also a partial cross-sectional view of the hollow carcass, and the structure inside the cavity of the hollow carcass can be seen.
图21是本发明实施例21中的空心胎体结构示意图,同时为空心胎体的局部剖视图,可见到空心胎体空腔内部的结构。Fig. 21 is a schematic structural view of the hollow carcass in Example 21 of the present invention, and it is also a partial cross-sectional view of the hollow carcass, and the structure inside the cavity of the hollow carcass can be seen.
图22是本发明实施例22中的空心胎体结构示意图,同时为空心胎体的局部剖视图,可见到空心胎体空腔内部的结构。Fig. 22 is a schematic structural view of the hollow carcass in Example 22 of the present invention, and it is also a partial cross-sectional view of the hollow carcass, and the structure inside the cavity of the hollow carcass can be seen.
图23是本发明实施例23中的空心胎体结构示意图,同时为空心胎体的局部剖视图,可见到空心胎体空腔内部的结构。Fig. 23 is a schematic structural view of the hollow carcass in Example 23 of the present invention, and it is also a partial cross-sectional view of the hollow carcass, and the structure inside the cavity of the hollow carcass can be seen.
图24是本发明实施例24中的空心胎体结构示意图,同时为空心胎体的局部剖视图,可见到空心胎体空腔内部的结构。Fig. 24 is a schematic structural view of the hollow carcass in Example 24 of the present invention, and it is also a partial cross-sectional view of the hollow carcass, and the structure inside the cavity of the hollow carcass can be seen.
图25是本发明实施例25中的空心胎体结构示意图,同时为空心胎体的局部剖视图,可见到空心胎体空腔内部的结构。Fig. 25 is a schematic diagram of the structure of the hollow carcass in Example 25 of the present invention, and it is also a partial cross-sectional view of the hollow carcass, and the structure inside the cavity of the hollow carcass can be seen.
图26是本发明实施例26中的空心胎体结构示意图,同时为空心胎体的局部剖视图,可见到空心胎体空腔内部的结构。Fig. 26 is a schematic diagram of the structure of the hollow carcass in Example 26 of the present invention, and it is also a partial cross-sectional view of the hollow carcass, and the structure inside the cavity of the hollow carcass can be seen.
图27是本发明实施例27中的空心胎体结构示意图,同时为空心胎体的局部剖视图,可见到空心胎体空腔内部的结构。Fig. 27 is a schematic structural view of the hollow carcass in Example 27 of the present invention, and it is also a partial cross-sectional view of the hollow carcass, and the structure inside the cavity of the hollow carcass can be seen.
图28是本发明实施例28中的空心胎体结构示意图,同时为空心胎体的局部剖视图,可见到空心胎体空腔内部的结构。Fig. 28 is a schematic diagram of the structure of the hollow carcass in Example 28 of the present invention, and it is also a partial cross-sectional view of the hollow carcass, and the structure inside the cavity of the hollow carcass can be seen.
图29是本发明实施例29中的空心胎体结构示意图,同时为空心胎体的局部剖视图,可见到空心胎体空腔内部的结构。Fig. 29 is a schematic diagram of the structure of the hollow carcass in Example 29 of the present invention, and it is also a partial cross-sectional view of the hollow carcass, and the structure inside the cavity of the hollow carcass can be seen.
图30是本发明实施例30中的空心胎体结构示意图,同时为空心胎体的局部剖视图,可见到空心胎体空腔内部的结构。Fig. 30 is a schematic structural view of the hollow carcass in Example 30 of the present invention, and it is also a partial cross-sectional view of the hollow carcass, and the structure inside the cavity of the hollow carcass can be seen.
图31是本发明实施例31中的空心胎体结构示意图,同时为空心胎体的局部剖视图,可见到空心胎体空腔内部的结构。Fig. 31 is a schematic structural view of the hollow carcass in Example 31 of the present invention, and it is also a partial cross-sectional view of the hollow carcass, and the structure inside the cavity of the hollow carcass can be seen.
(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,包括钢筋砼、空心胎体1,空心胎体1裹含在现浇钢筋砼中,空心胎体1由外壁2围合形成,其内为空腔3,其特征在于空心胎体1的上部或下部外壁2为预制板壁4和料浆胚体5软硬叠合胶结硬固而成,料浆胚体5的叠合层内设置有增强物6,增强物6露出空心胎体1外,空腔3内无加强件18。各附图中,1为空心胎体,2为外壁,3为空腔,4为预制板壁,5为料浆胚体,以下各附图中,编号相同的,其说明相同。如图1所示,空心胎体1由外壁2围合形成,其内为空腔3,其所述的空心胎体1的上部外壁2为预制板壁4和料浆胚体5软硬叠合胶结硬固而成。如图16所示,空心胎体1的下部外壁2为预制板壁4和料浆胚体5软硬叠合胶结硬固而成。As shown in the accompanying drawings, the present invention includes reinforced concrete and a
本发明的特征还在于所述的料浆胚体5的叠合层内有增强物6。如图2所示,空心胎体1由外壁2围合形成,其内为空腔3,空心胎体1的上部外壁2为预制板壁4和料浆胚体5软硬叠合胶结硬固而成,其所述的料浆胚体5的叠合层内有增强物6,图示增强物6为纤维网格布。The present invention is also characterized in that there are
本发明的特征还在于所述的空心胎体1为多面体。如图3所示,空心胎体1由外壁2围合形成,其内为空腔3,空心胎体1的上部外壁2为预制板壁4和料浆胚体5软硬叠合胶结硬固而成,其所述的空心胎体1为棱台形的多面体。The present invention is also characterized in that the
本发明的特征还在于所述的空心胎体1为六面体。如图4所示,空心胎体1由外壁2围合形成,其内为空腔3,空心胎体1的一面侧面外壁2为预制板壁4和料浆胚体5软硬叠合胶结硬固而成,其所述的空心胎体1为六面体。The present invention is also characterized in that the
本发明的特征还在于所述的六面体空心胎体1的至少一面的彼此相对面的外壁2均由预制板壁4和料浆胚体5软硬叠合胶结硬固而成。如图5所示,空心胎体1由外壁2围合形成,其内为空腔3,空心胎体1有侧面外壁2为预制板壁4和料浆胚体5软硬叠合胶结硬固而成,其所述的六面体空心胎体1的彼此相对面的侧面外壁2均由预制板壁4和料浆胚体5软硬叠合胶结硬固而成。The present invention is also characterized in that the
本发明的特征还在于所述的空心胎体1上设置有撑脚7,或者撑脚7内设置有增强物6,或者增强物6伸入外壁2内锚固。如图6所示,空心胎体1由外壁2围合形成,其内为空腔3,空心胎体1的上部外壁2为预制板壁4和料浆胚体5软硬叠合胶结硬固而成,其所述的空心胎体1上设置有撑脚7,撑脚7内还设置有增强物6,且增强物6伸入外壁2内锚固。The present invention is also characterized in that the
本发明的特征还在于所述的撑脚7为固定脚。如图7所示,空心胎体1由外壁2围合形成,其内为空腔3,空心胎体1的上部外壁2为预制板壁4和料浆胚体5软硬叠合胶结硬固而成,在空心胎体的下底外壁2下设置有撑脚7,其所述的撑脚7为与外壁2一体成型的固定脚。The present invention is also characterized in that said
本发明的特征还在于所述的撑脚7为活动脚。如图8所示,空心胎体1由外壁2围合形成,其内为空腔3,空心胎体1的上部外壁2为预制板壁4和料浆胚体5软硬叠合胶结硬固而成,在空心胎体的下底外壁2下设置有撑脚7,其所述的撑脚7为可拆卸的活动脚。The present invention is also characterized in that the supporting
本发明的特征还在于所述的撑脚7为分体脚。如图9所示,空心胎体1由外壁2围合形成,其内为空腔3,空心胎体1的上部外壁2为预制板壁4和料浆胚体5软硬叠合胶结硬固而成,在空心胎体的下底外壁3下设置有撑脚7,其所述的撑脚7为与外壁3可拆分的分体脚。The present invention is also characterized in that the
本发明的特征还在于所述的撑脚7为砂浆硬质脚、砼脚或者塑料脚。如图10所示,空心胎体1由外壁2围合形成,其内为空腔3,空心胎体1的上部外壁2为预制板壁4和料浆胚体5软硬叠合胶结硬固而成,在空心胎体的下底外壁3下设置有撑脚7,其所述的撑脚7为塑料脚。The present invention is also characterized in that the
本发明的特征还在于所述的空心胎体1或/和撑脚7上设置有固定或分体的抗浮件8。如图11所示,空心胎体1由外壁2围合形成,其内为空腔3,空心胎体1的上部外壁2为预制板壁4和料浆胚体5软硬叠合胶结硬固而成,在空心胎体的下底外壁2下设置有撑脚7,其所述的空心胎体1的侧面外壁2上设置有固定的抗浮件8,图示抗浮拉件8为铁丝。The present invention is also characterized in that the
本发明的特征还在于所述的空心胎体1的侧面外壁2上设置有悬挑的肋间距限宽件9。如图12所示,空心胎体1由外壁2围合形成,其内为空腔3,空心胎体1的上部外壁2为预制板壁4和料浆胚体5软硬叠合胶结硬固而成,其所述的空心胎体1的相邻侧面外壁2上设置有悬挑的肋间距限宽件9。The present invention is also characterized in that the side
本发明的特征还在于所述的空心胎体1的外壁2上设置有钢筋的垫条10或垫块11。如图13所示,空心胎体1由外壁2围合形成,其内为空腔3,空心胎体1的侧面外壁2中有壁体为预制板壁4和料浆胚体5软硬叠合胶结硬固而成,其所述的空心胎体1的上部外壁2上设置有钢筋的垫条10。The present invention is also characterized in that the
本发明的特征还在于所述的外壁2中设置有增强物6,增强物6为钢筋、钢丝、钢筋网、钢丝网、金属薄条带、有机薄条带、纤维带、纤维丝、纤维网、纤维网格布、短纤维中的至少一种。如图14所示,空心胎体1由外壁2围合形成,其内为空腔3,空心胎体1的侧面外壁2中有壁体为预制板壁4和料浆胚体5软硬叠合胶结硬固而成,空心胎体1的外壁2上设置有钢筋的垫块11,其所述的外壁2中设置有增强物6,图示增强物6为钢丝网,也可为玻璃纤维网格布。The present invention is also characterized in that the
本发明的特征还在于所述的外壁2中的增强物6彼此相连。如图15所示,空心胎体1由外壁2围合形成,其内为空腔3,空心胎体1的侧面外壁2中有壁体为预制板壁4和料浆胚体5软硬叠合胶结硬固而成,空心胎体1的外壁2上设置有钢筋的垫块11,外壁2中设置有增强物6,其所述的外壁2中的增强物6彼此相连,图示增强物6为金属薄条带。The invention is also characterized in that said
本发明的特征还在于所述的增强物6露出空心胎体1外。如图16所示,空心胎体1由外壁2围合形成,其内为空腔3,空心胎体1的下底外壁2为预制板壁4和料浆胚体5软硬叠合胶结硬固而成,上板外壁2中设置有增强物6,其所述的增强物6露出空心胎体1外,图示增强物6为钢丝网。The present invention is also characterized in that the
本发明的特征还在于所述的空心胎体1上还设置有弧角12、倒角13、阴角14、凹槽15、凹坑16、孔洞17中的至少一个。如图17所示,空心胎体1由外壁2围合形成,其内为空腔3,空心胎体1的下底2为预制板壁4和料浆胚体5软硬叠合胶结硬固而成,其所述的空心胎体1上还同时设置有弧角12、凹坑16和孔洞17。The present invention is also characterized in that the
本发明的特征还在于所述的空心胎体1的外壁2的至少一个面上设置有十字形或者井字形或者米字形的凹槽15。如图18所示,空心胎体1由外壁2围合形成,其内为空腔3,空心胎体1的下底2为预制板壁4和料浆胚体5软硬叠合胶结硬固而成,空心胎体1上还同时设置有倒角13、阴角14和凹槽15,其所述的空心胎体1的上板外壁2上设置的凹槽15为十字形凹槽。The present invention is also characterized in that at least one surface of the
本发明的特征还在于所述的空腔3中设置有预制的加强件18。如图19所示,空心胎体1由外壁2围合形成,其内为空腔3,空心胎体1的下底2为预制板壁4和料浆胚体5软硬叠合胶结硬固而成,空心胎体1的侧面外壁2上还设置有竖向凹槽15,其所述的空腔3中设置有预制的加强件18。The present invention is also characterized in that the
本发明的特征还在于所述的预制的加强件18为空心杆件,空心杆件的两端口与外壁2外部相连通,形成连通的孔洞17。如图19所示,空心胎体1由外壁2围合形成,其内为空腔3,空心胎体1的下面外壁2为预制板壁4和料浆胚体5软硬叠合胶结硬固而成,空心胎体1的侧面外壁2上还设置有竖向凹槽15,空腔3中设置有预制的加强件18,其所述的预制的加强件18为空心杆件,空心杆件的两端口与外壁2外部相连通,形成连通的孔洞17。The present invention is also characterized in that the
本发明的特征还在于所述的空心胎体1上设置的凹槽15与空心杆件18的连通的孔洞17连接相通。如图20所示,空心胎体1由外壁2围合形成,其内为空腔3,空心胎体1的下面外壁2为预制板壁4和料浆胚体5软硬叠合胶结硬固而成,空心胎体1的上面外壁2上还设置有竖向凹槽15,其所述的凹槽15与空心杆件18的连通的孔洞17连接相通。The present invention is also characterized in that the
本发明的特征还在于所述的外壁2为平板、弧板、折板、波纹板或其组合的胎壁。如图21所示,空心胎体1由外壁2围合形成,其内为空腔3,空心胎体1的下底2为预制板壁4和料浆胚体5软硬叠合胶结硬固而成,其所述的侧面外壁2为弧板外壁。The present invention is also characterized in that the
本发明的特征还在于所述的空心胎体1的外壁2上设置有至少一个活动的可拆卸式连接盖板19,或者盖板19上有增强物6露出。如图22所示,空心胎体1由外壁2围合形成,其内为空腔3,空心胎体1的下底2为预制板壁4和料浆胚体5软硬叠合胶结硬固而成,其所述的空心胎体1的上面外壁2上设置有一个活动的可拆卸式连接盖板19。The present invention is also characterized in that the
本发明的特征还在于所述的连接盖板19上设置有与空心胎体1连接吻合的连接件20。如图23所示,空心胎体1由外壁2围合形成,其内为空腔3,空心胎体1的下底2为预制板壁4和料浆胚体5软硬叠合胶结硬固而成,其所述的连接盖板19上设置有与空心胎体1连接吻合的连接件20。The present invention is also characterized in that the connecting
本发明的特征还在于所述的空心胎体1的底面上的撑脚7下设置有底板21。如图24所示,空心胎体1由外壁2围合形成,其内为空腔3,空心胎体1的侧面外壁2中有壁体为预制板壁4和料浆胚体5软硬叠合胶结硬固而成,其所述的底面上的撑脚7下设置有与撑脚7连为整体的底板21。The present invention is also characterized in that a
本发明的特征还在于所述的空心胎体1上设置有接线盒22、电线管23、风管24或者水管25中的至少一个。如图25所示,空心胎体1由外壁2围合形成,其内为空腔3,空心胎体1的侧面外壁2中有壁体为预制板壁4和料浆胚体5软硬叠合胶结硬固而成,其所述的外壁2为空心胎体1上设置有接线盒22和电线管23。如图26所示,空心胎体1由外壁2围合形成,其内为空腔3,空心胎体1的侧面外壁2中有壁体为预制板壁4和料浆胚体5软硬叠合胶结硬固而成,其所述的外壁2为空心胎体1上设置有风管24和水管25。The present invention is also characterized in that the
本发明的特征还在于所述的空心胎体1的空腔3内局部或全部填充有轻质材料26。如图27所示,空心胎体1由外壁2围合形成,其内为空腔3,空心胎体1的侧面外壁2中有壁体为预制板壁4和料浆胚体5软硬叠合胶结硬固而成,其所述的空心胎体1的空腔3内沿壁体局部填充有轻质材料26,图示轻质材料26为膨胀珍珠岩。The present invention is also characterized in that the
本发明的特征还在于所述的空心胎体1上设置有凸台模块27。如图28所示,空心胎体1由外壁2围合形成,其内为空腔3,空心胎体1的下底2为预制板壁4和料浆胚体5软硬叠合胶结硬固而成,其所述的空心胎体1上设置有凸台模块27。The present invention is also characterized in that the
本发明的特征还在于所述的凸台模块27为粘接、焊接、铆接、承插、卡套、螺栓连接固定于空心胎体1上,或者凸台模块27与空心胎体1为一体成型的整体。如图28所示,空心胎体1由外壁2围合形成,其内为空腔3,空心胎体1的下底2为预制板壁4和料浆胚体5软硬叠合胶结硬固而成,其所述的凸台模块27为铆接连接固定于空心胎体1上的空心模块。The present invention is also characterized in that the
本发明的特征还在于所述的空心胎体1的外壁2上设置有条状或板状的轻质材料26的叠合层。如图29所示,空心胎体1由外壁2围合形成,其内为空腔3,空心胎体1的下底2为预制板壁4和料浆胚体5软硬叠合胶结硬固而成,其所述的空心胎体1的上部外壁2上设置有板状的轻质材料26的叠合层,图示轻质材料26为膨胀珍珠岩。The present invention is also characterized in that the
本发明的特征还在于两个以上的空心胎体1可连体组成单向、双向或多向的胎模组件。如图30所示,空心胎体1由外壁2围合形成,其内为空腔3,空心胎体1的上部外壁2为预制板壁4和料浆胚体5软硬叠合胶结硬固而成,其所述的两个空心胎体1连体组成单向的胎模组件,两个胎体由连接件20连接。The present invention is also characterized in that more than two
本发明的特征还在于所述的空心胎体1的一组相对两面外壁3平行。如图3所示,空心胎体1由外壁2围合形成,其内为空腔3,空心胎体1的上面外壁2中有壁体为预制板壁4和料浆胚体5软硬叠合胶结硬固而成,其所述的空心胎体1的上下一组相对两面外壁3平行。The present invention is also characterized in that a group of opposite
本发明的特征还在于所述的空心胎体1的二组相对两面外壁3各自平行。如图4所示,空心胎体1由外壁2围合形成,其内为空腔3,空心胎体1的一面侧面外壁2为预制板壁4和料浆胚体5软硬叠合胶结硬固而成,其所述的空心胎体1的二组相对两面外壁3各自平行。The present invention is also characterized in that the two sets of opposite
本发明的特征还在于所述的空心胎体1的三组相对两面外壁3各自平行。如图5所示,空心胎体1由外壁2围合形成,其内为空腔3,空心胎体1的侧面外壁2为预制板壁4和料浆胚体5软硬叠合胶结硬固而成,其所述的空心胎体1的三组相对两面外壁3各自平行。The present invention is also characterized in that the three sets of opposite
本发明的特征还在于所述的空心胎体1上设置有连接件20伸出。如图31所示,空心胎体1由外壁2围合形成,其内为空腔3,空心胎体1的上面外壁2为预制板壁4和料浆胚体5软硬叠合胶结硬固而成,其所述的空心胎体1上设置有连接件20伸出,图示连接件20为连接卡套。The present invention is also characterized in that the
本发明实施时,可先制作一面开口的空心胎体1,然后,将开口面朝上,将预制板壁4悬挂或放置于开口面上,在预制板壁4上用料浆胚体5封堵,待料浆硬化后,养护至规定龄期,即可得到所述的现浇砼填充用空心胎体。When the present invention is implemented, the
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