CN1873141B - Shuttering structural component - Google Patents
Shuttering structural component Download PDFInfo
- Publication number
- CN1873141B CN1873141B CN2006100934172A CN200610093417A CN1873141B CN 1873141 B CN1873141 B CN 1873141B CN 2006100934172 A CN2006100934172 A CN 2006100934172A CN 200610093417 A CN200610093417 A CN 200610093417A CN 1873141 B CN1873141 B CN 1873141B
- Authority
- CN
- China
- Prior art keywords
- shuttering member
- cavity
- upper plate
- cavity body
- plate
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Images
Landscapes
- Moulds, Cores, Or Mandrels (AREA)
Abstract
Description
本申请为申请日为2003年10月1日、申请号为200510099382.9、名称为“一种模壳构件的现浇砼空心楼盖”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 October 1, 2003, an application number of 200510099382.9, and a title of "a cast-in-situ concrete hollow floor for formwork components". the
(一)技术领域(1) Technical field
本发明涉及一种模壳构件。 The present invention relates to a formwork member. the
(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,同时,这种模壳构件施工时,需单个布设施工,彼此定位不方便,易发生错位现象,影响楼盖的施工质量,也影响施工效率,因此,研制一种新型的模壳构件已为急需。 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, this type of formwork components is inconvenient to produce, the production efficiency is low, it is not convenient for assembly line production, and the corresponding cost is high. The occurrence of misalignment will affect the construction quality of the floor and also affect the construction efficiency. Therefore, it is urgent to develop a new type of formwork component.
(三)发明内容(3) Contents of the invention
本发明的目的在于提供一种模壳构件,具有结构简单、抗变形、抗振动性能优良、制作容易、生产效率高、成本低、施工方便、易于保证楼盖施工质量等特点。 The object of the present invention is to provide a formwork member, which has the characteristics of simple structure, excellent deformation resistance, vibration resistance, easy manufacture, high production efficiency, low cost, convenient construction, and easy to ensure the construction quality of the floor. the
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、下底板围合成空腔体,其特征在于上板、周围侧壁或下底板的至少一个基层叠合有至少一片叠合层,叠合层与基层叠合成整体,至少二个以上的空腔体相间排列,两个空腔体的相对面之间构成现浇砼内肋模腔,内肋模腔中有将两个空腔体相间连结成一体的至少一个间隔撑拉件,上板或周围侧壁或下底板的壁为轻质材料。这样,轻质材料制作的壁的模壳构件重量轻,在其应用于现浇砼空心楼盖中时,运输、安装方便,施工难度和劳动强度大大降低,有利于提高施工速度,降低楼 盖的制作成本;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,其制作容易、生产效率高,相应成本低,同时,由于模壳构件由至少二个空腔体相间排列,空腔体之间由间隔撑拉件连结成一体,形成成组的模壳构件,因而在应用于现浇砼空心楼盖时,模壳构件由单个布设变为成组布设,彼此定位非常方便,不易发生错位现象而影响楼盖的施工质量,施工效率也大大提高,此外,模壳构件还具有结构简单、抗变形、抗振动性能优良、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 an upper plate, a surrounding side wall, and a lower bottom plate. At least one base layer of the lower floor is superimposed with at least one laminated layer, the laminated layer and the base layer are laminated as a whole, at least two or more cavities are arranged alternately, and the opposite surfaces of the two cavities form a cast-in-place concrete interior. In the rib cavity, there is at least one spacer brace connecting the two cavities in the inner rib cavity, and the upper plate or the surrounding side walls or the walls of the lower bottom plate are made of lightweight materials. In this way, the formwork member of the wall made of light material is light in weight. When it is applied to the cast-in-situ concrete hollow floor, it is convenient to transport and install, and the construction difficulty and labor intensity are greatly reduced, which is conducive to improving the construction speed and reducing the floor. The production cost of the formwork component; when the formwork component is made, due to the laminated layer, the formwork component with one side opening can be made first, then, with the opening facing upward, the laminated layer is suspended or placed on the opening surface, and then sealed After plugging the opening surface, 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 easy to manufacture, high in production efficiency, and low in cost. At least two cavities are arranged alternately, and the cavities are connected into one body by spacer braces to form a group of formwork components. Therefore, when applied to cast-in-place concrete hollow floors, the formwork components change from a single arrangement to Arranged in groups, it is very convenient to locate each other, and it is not easy to cause dislocation to affect the construction quality of the floor, and the construction efficiency is also greatly improved. In addition, the formwork components also have simple structure, excellent deformation resistance, vibration resistance, and fast construction speed, etc. Features, thereby achieving the purpose of the present invention, suitable for hollow floors, roofs, walls, foundation slabs and hollow bridges of cast-in-place reinforced concrete or prestressed reinforced concrete, especially suitable for hollow beamless floors. the
本发明的特征还在于所述的间隔撑拉件与空腔体之间为固定连接。这样,固定连接的间隔撑拉件将两个或多个模壳构件连接为一体,在其应用于现浇砼空心楼盖中时,吊运、安装更方便。 The present invention is also characterized in that the spacer and the hollow body are fixedly connected. In this way, the fixedly connected spacer braces connect two or more formwork members into one body, and when they are applied to cast-in-situ concrete hollow floors, they are more convenient to lift and install. the
本发明的特征还在于所述的间隔撑拉件与空腔体之间为活动连接。这样,在模壳构件应用于现浇砼空心楼盖中时,模壳构件安装完毕后,即可将活动间隔撑拉件拆卸回收二次使用,降低了模壳构件的生产成本,同时,拆卸撑拉件后,钢筋可十分方便地布设于内肋模腔中,砼也可顺畅地浇入内肋模腔中。 The present invention is also characterized in that the spacer and the hollow body are flexibly connected. In this way, when the formwork components are used in the cast-in-situ concrete hollow floor, after the formwork components are installed, the movable spacer braces can be disassembled and recycled for secondary use, which reduces the production cost of the formwork components. After the parts are stretched, the steel bars can be conveniently arranged in the cavity of the inner rib, and the concrete can also be smoothly poured into the cavity of the inner rib. the
本发明的特征还在于所述的间隔撑拉件为杆件或索或板片或筋或丝或薄条带或墩中的至少一个。这样,撑拉件材质和构造的多样化可满足产品的不同设计要求,并可根据不同需要,采用最合理的方式连接。如采用金属薄条带片材和小木块作为撑拉件,设置在内肋模腔中,金属薄条带可起拉的作用,小木块可起撑的作用。 The present invention is also characterized in that the spacer braces are at least one of rods or cables or plates or tendons or wires or thin strips or piers. In this way, the diversification of the materials and structures of the braces can meet different design requirements of products, and can be connected in the most reasonable way according to different needs. For example, thin metal strips and small wooden blocks are used as supporting parts, and they are arranged in the cavity of the inner rib. The thin metal strips can play the role of pulling, and the small wooden blocks can play the role of supporting. the
本发明的特征还在于所述的杆件或板片或墩式间隔撑拉件为空心或多孔空心的间隔撑拉件。这样,可根据设计需要,相应采用空心或实心或多孔或复合的撑拉件来合理解决撑拉加固问题。 The present invention is also characterized in that the rods or plates or pier-type spacer stays are hollow or porous hollow spacer stays. In this way, according to design requirements, hollow or solid or porous or composite braces can be used to reasonably solve the problem of brace reinforcement. the
本发明的特征还在于所述的间隔撑拉件为金属件。这样,金属的间隔撑拉件强度高、生产制作方便,能够很容易地实现大批量生产,同时,在模壳构件应用于现浇砼空心楼盖中后,金属的间隔撑拉件和现浇砼相结合,可共同参与楼盖结构受力。 The present invention is also characterized in that the spacer braces are metal pieces. In this way, the metal spacer stays have high strength and are easy to produce, and can be easily mass-produced. Combined with concrete, they can jointly participate in the force bearing of the floor structure. the
本发明的特征还在于所述的金属间隔撑拉件由至少两个金属件对接,或金属件与内肋模腔模壁焊接,或金属件与内肋模腔壁的预埋件焊接,或 金属件与预埋件或模腔模壁螺丝或螺栓固定而成。这样,模壳构件连接方式的多样化,可方便施工应用时快速连接,大幅度提高施工速度,同时连接稳固可靠。 The present invention is also characterized in that the metal spacing brace is butted by at least two metal pieces, or the metal piece is welded to the wall of the inner rib mold cavity, or the metal piece is welded to the embedded part of the inner rib mold cavity wall, or Metal parts are fixed with embedded parts or mold cavity walls with screws or bolts. In this way, the diversification of the connection methods of the formwork members can facilitate quick connection during construction and application, greatly improve the construction speed, and at the same time, the connection is stable and reliable. the
本发明的特征还在于所述的间隔撑拉件为钢板制成的U、I、X、T、○、ㄈ、□形撑拉件或为钢筋、金属管撑拉件。这样,多种截面形状的金属撑拉件可满足模壳构件的不同连接强度要求和刚度要求。 The present invention is also characterized in that the spacer braces are U, I, X, T, ○, ㄈ, □-shaped braces made of steel plates or steel bars and metal tube braces. In this way, metal braces with various cross-sectional shapes can meet different connection strength and rigidity requirements of formwork components. the
本发明的特征还在于所述的间隔撑拉件的至少一头折弯伸入空腔体的壁内锚固。这样,间隔撑拉件和模壳构件的模壁固结为一体,连接稳固。 The present invention is also characterized in that at least one end of the spacer brace is bent and protrudes into the wall of the cavity for anchoring. In this way, the spacer braces and the mold walls of the mold shell components are consolidated into one, and the connection is stable. the
本发明的特征还在于所述的间隔撑拉件彼此呈平行或正交或斜交或立交设置。这样,平行、正交、斜交、立交或构成网格或其组合设置的撑拉件,在模壳构件应用于现浇砼空心楼盖中时,撑拉件和现浇砼相结合,能形成现浇与预制复合结构,大大改善了现浇砼空心楼盖的受力性能。 The present invention is also characterized in that the spacer braces are arranged in parallel or orthogonally or obliquely or perpendicularly to each other. In this way, when the formwork components are applied to the cast-in-place concrete hollow floor, the braces and braces combined with the cast-in-place concrete can be used in parallel, orthogonal, oblique, overpass or form grids or a combination thereof. The cast-in-place and prefabricated composite structure is formed, which greatly improves the mechanical performance of the cast-in-place concrete hollow floor. the
本发明的特征还在于所述的叠合层与基层材质相同。这样,当叠合层与基层材质相同时,两者结合亲合力更好,使二者能更好地融为一体,使模壳构件具有更好的整体性能。 The present invention is also characterized in that the laminated layer is made of the same material as the base layer. In this way, when the superimposed layer and the base layer are made of the same material, the bonding affinity between the two is better, so that the two can be better integrated, and the formwork member has better overall performance. the
本发明的特征还在于所述的叠合层与基层材质不同。这样,当叠合层与基层材质不同时,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,提高模壳构件的强度与刚度。 The present invention is also characterized in that the material of the laminated layer is different from that of the base layer. In this way, when the material of the laminated layer is different from that of the base layer, it is convenient to select a more economical material as the laminated layer, which is beneficial to reduce the production cost and improve the strength and rigidity of the formwork member. the
本发明的特征还在于所述的叠合层位于基层外侧或内侧。这样,可方便模壳构件的生产制作,降低生产难度,提高生产效率,有利于降低成本。 The present invention is also characterized in that said laminated layer is located outside or inside the base layer. In this way, the production of the formwork components can be facilitated, the production difficulty can be reduced, the production efficiency can be improved, and the cost can be reduced. the
本发明的特征还在于所述的叠合层与基层之间以胶结或粘合或咬合或焊合或压合或拉丝或板合或螺钉或铆合的方式叠合成整体。这样,叠合层与基层之间的叠合方式多样化,使叠合层与基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 laminated layer and the base layer are laminated into a whole by gluing, bonding, snapping, welding, pressing, wire drawing, board bonding, screwing or riveting. In this way, the lamination methods between the laminated layer and the base layer are diversified, which makes the connection and lamination between the laminated layer and the base layer more convenient, and can meet the application requirements in various occasions. the
本发明的特征还在于所述的叠合层与下底板叠合。这样,模壳构件的整体性更好,强度更高,生产制作更为方便简单,并可大大降低模壳构件的制作难度。 The present invention is also characterized in that the laminated layer is laminated with the lower base plate. In this way, the integrality of the formwork member is better, the strength is higher, the production is more convenient and simple, and the difficulty of manufacturing the formwork member can be greatly reduced. the
本发明的特征还在于叠合层为胶凝材料轻骨料砼层。这样,采用轻骨料砼制作的叠合层强度高,刚度大,而且模壳构件的重量轻。 The present invention is also characterized in that the laminated layer is a lightweight aggregate concrete layer of cementitious material. In this way, the superimposed layer made of lightweight aggregate concrete has high strength and high rigidity, and the formwork member is light in weight. the
本发明的特征还在于叠合层为胶凝材料加气砼层。这样,模壳构件的重量更轻、强度更大。 The present invention is also characterized in that the laminated layer is an air-entrained concrete layer of cementitious material. In this way, the formwork members are lighter in weight and stronger. the
本发明的特征还在于所述的叠合层为泡沫塑料层。这样,模壳构件的制作工艺更简单,生产速度更快,成本更低,便于模壳构件的推广应用。 The present invention is also characterized in that said laminated layer is a foamed plastic layer. In this way, the manufacturing process of the formwork component is simpler, the production speed is faster, and the cost is lower, which is convenient for popularization and application of the formwork component. the
本发明的特征还在于所述的上板、周围侧壁、下底板或叠合层中的至少一个中含有增强物,或者有增强物露出,或者各自中的增强物伸入相邻的基体中相互拉结。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。由于上板、周围侧壁、下底板、挑板或叠合层中含有增强物,因而,它们的强度高、刚度大;若有增强物露出,则与现浇砼粘结更牢,相应形成的现浇砼空心结构整体性更好;若增强物伸入相邻的基体中相互拉结,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 invention is also characterized in that at least one of said upper panel, surrounding side walls, lower floor or laminate contains reinforcements, or has reinforcements exposed, or reinforcements in each protrude into the adjacent matrix Tie each other. Reinforcement is filament, tendon slender member, or silk, tendon slender member woven or woven cloth and net, or non-woven adhesive cloth, net, or a combination of the two or more, such as reinforcement can be steel bar, steel wire, steel bar At least one of net, steel wire mesh, fiber, fiber tow, fiber mesh cloth, non-woven fabric, thin metal strip, thin strip with holes, packing tape, braided tape, etc. Since the upper plate, the surrounding side walls, the lower floor, the pick-up plate or the laminated layer contain reinforcements, they have high strength and high rigidity; if the reinforcements are exposed, they will be more firmly bonded to the cast-in-place concrete and form The integrity of the cast-in-place concrete hollow structure is better; if the reinforcements extend into the adjacent matrix and tie each other, the integrity of the formwork components is better, the strength is higher, and the stiffness 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. the
本发明的特征还在于所述的空腔体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 shape of the horizontal section or vertical section of the hollow body is a rectangle, a square, a polygon, an arc polygon, a chamfered polygon, an arc polygon, a corrugated shape or a circle. 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. the
本发明的特征还在于所述的空腔体上还设置有阴角或倒角或凹槽或凹坑或孔洞或凸台模块或凸条或阳角中的至少一个。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 the hollow body is further provided with at least one of internal corners or chamfers or grooves or pits or holes or boss modules or convex lines or male corners. 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. the
本发明的特征还在于所述的阴角、倒角、凹槽、孔洞、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、孔洞、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, holes, 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 inner corners, chamfers, grooves, holes, and convex lines on the formwork components themselves or are mutually parallel, orthogonal, oblique or vertically set or Grids are formed, and after the concrete is poured at the above-mentioned parts, corresponding cast-in-place concrete strengthening structures in parallel, orthogonal, oblique or overpass are formed, which greatly improves the mechanical properties of the cast-in-place concrete hollow floor. the
本发明的特征还在于所述的空腔体的封闭空腔内设置有加劲肋、加劲杆、加强筋中的至少一个,或者有加劲肋、加劲杆、加强筋中的至少一个露出空腔体外,或者加劲肋、加劲杆、加强筋上还有增强物露出,或者加劲肋、加劲杆、加强筋与基层叠合或叠合后露筋、网增强物,或者加劲肋、加劲杆、加强筋叠合有叠合层。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。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;若叠合有叠合层,则加劲肋、加劲杆、加强筋的制作更方便,强度也更高。 The present invention is also characterized in that at least one of stiffening ribs, stiffening rods, and reinforcing ribs is arranged in the closed cavity of the cavity body, or at least one of stiffening ribs, stiffening rods, and reinforcing ribs is exposed outside the cavity , or there are reinforcements exposed on the stiffeners, stiffeners, and stiffeners, or the stiffeners, stiffeners, and ribs are laminated with the base layer or exposed reinforcements, mesh reinforcements, or stiffeners, stiffeners, and ribs Overlay has overlay layers. 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 stiffeners set in the formwork components can form a cast-in-situ 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. If there are reinforcements exposed on it, the formwork components and cast-in-place concrete will be bonded more firmly, and the integrity of the floor will be better; Convenience and higher strength. the
本发明的特征还在于所述的空腔体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抗冲击性能,减少了产品在施工应用过程中的破损率。同时,还使模壳构件具有更好的隔音、隔热、保温性能;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 body. In this way, the impact resistance of the formwork components is greatly improved, and the damage rate of the product during construction and application is reduced. At the same time, it also makes the formwork components have better sound insulation, heat insulation, and thermal insulation properties; 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 diversity of light material types makes it easy to obtain nearby materials during production, which is conducive to reducing production costs. the
本发明的特征还在于所述的空腔体的上板或周围侧壁或下底板的壁为轻质材料。这样,轻质材料制作的壁的模壳构件重量轻,在其应用于现浇砼空心楼盖中时,运输、安装方便,施工难度和劳动强度大大降低,有利于提高施工速度,降低楼盖的制作成本。 The present invention is also characterized in that the upper plate or the surrounding side walls or the walls of the lower bottom plate of the cavity are made of lightweight materials. In this way, the formwork member of the wall made of light material is light in weight. When it is applied to the cast-in-situ concrete hollow floor, it is convenient to transport and install, and the construction difficulty and labor intensity are greatly reduced, which is conducive to improving the construction speed and reducing the floor. production cost. the
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. the
本发明的特征还在于所述的空腔体的上板、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。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 hollow body 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. the
本发明的特征还在于所述的空腔体上设置有定位构件。定位构件可为拉环、拉钩、铁丝、支撑脚、小凸块、小凸钉或其它装置。这样,当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 the cavity body is provided with a positioning member. The positioning member can be a pull ring, a pull hook, an iron wire, a supporting foot, a small protrusion, a small convex nail or other devices. In this way, when the 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. the
本发明的特征还在于所述的空腔体上设置有空腔体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 hollow bodies are provided with connecting pieces for connecting the hollow bodies to each other. Connectors can be steel bar, steel mesh, steel wire, steel wire mesh, angle steel, channel steel, L-shaped steel, T-shaped steel, ferrule, bolt, male and female groove, socket piece, sawtooth piece, convex groove, groove, bayonet, card Covers, holes, embedded iron parts, etc. In this way, when the formwork components are applied to the cast-in-place concrete hollow floor, the connectors provided on the formwork components can effectively and reliably control the distance between the formwork components, control the width and height of the cast-in-place concrete ribs, and ensure The pouring quality of the internal structure of the floor; at the same time, it is also conducive to the connection and positioning of the formwork components, or the formation of group components to speed up the construction. the
本发明的特征还在于所述的下底板伸出有挑边或伸出露增强物的挑边,或者至少两个以上的空腔体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 cavities are connected through the raised edge to form a group of formwork components. 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. the
本发明的特征还在于所述的下底板为水泥砂浆或砼或轻质砼或聚合物砼或聚合物砂浆的下底板,或者空腔体的上板或周围侧壁的壁为水泥纤维或水泥纤维网或水泥钢筋网或水泥钢丝网或砼板或木胶板或塑料或金属压型板或轻质砼的壁。这样,下底、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 said lower base plate is the lower base plate of cement mortar or concrete or lightweight concrete or polymer concrete or polymer mortar, or the upper plate of the cavity or the surrounding side walls are made of cement fiber or cement Fiber mesh or cement steel mesh or cement steel mesh or concrete board or wood plywood or plastic or metal profiled board or the wall of lightweight concrete. In this way, the diversification of materials for the lower bottom, the upper plate and the surrounding side walls can make the formwork components fully meet the needs of various situations, which is conducive to reducing product costs. the
本发明的特征还在于上板、周围侧壁、下底板或者叠合层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、下底板或者叠合层,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 invention is also characterized in that at least one of the upper panel, the surrounding side walls, the lower floor, or the laminate is laminated from multiple reinforcements of tendons or webs of cementitious material bonded thereto. In this way, the upper plate, the surrounding side walls, the lower floor or the laminated layer formed by laminating the reinforcements of the ribs or the mesh with the cementitious material have the characteristics of high strength, high rigidity, and light weight. Shell members are less likely to be damaged during stacking, transportation and construction installation. the
本发明的特征还在于所述的叠合层本身为至少二层叠合的复合叠合层。这样,由多层叠合复合而成的叠合层具有良好的抗冲击性能,可大幅度降低模壳构件的损耗率,同时制作更容易、方便,有利于降低成本。 The present invention is also characterized in that the laminated layer itself is a composite laminated layer laminated with at least two layers. In this way, the laminated layer formed by laminating multiple layers has good impact resistance, which can greatly reduce the loss rate of the formwork member, and at the same time, it is easier and more convenient to manufacture, which is beneficial to reduce the cost. the
本发明的特征还在于所述的叠合层本身为至少二种材料叠合的复合叠合层。这样,叠合层由至少二种材料叠合而成,因而制作更容易、方便,有利于降低成本。 The present invention is also characterized in that the laminated layer itself is a composite laminated layer in which at least two materials are laminated. In this way, the laminated layer is made of at least two kinds of materials laminated, so the manufacture is easier and more convenient, and it is beneficial to reduce the cost. the
本发明的特征还在于上板、周围侧壁、下底板中的至少一个与叠合层为一体成型的整体,上板、周围侧壁、下底板彼此之间部分或全部通过叠合层相互连接围合成空腔体。这样,上板、周围侧壁、下底板中的至少一个与叠合层为一体成型的整体,因而模壳构件各部件可分别生产制作,通过各部件上的叠合层彼此可组装成模壳构件整体,既可在生产厂家组装,也可在施工现场组装,从而可大大提高生产效率,方便搬运与施工,降低模壳构件的损耗率。 The present invention is also characterized in that at least one of the upper plate, the surrounding side walls, and the lower base plate is integrally formed with the laminated layer, and the upper plate, the surrounding side walls, and the lower base plate are partially or completely connected to each other through the laminated layer Enclosing the synthetic cavity. In this way, at least one of the upper plate, the surrounding side walls, and the lower bottom plate and the laminated layer are integrally formed as a whole, so that each part of the formwork member can be produced separately, and the laminated layers on each part can be assembled into a formwork The whole component can be assembled at the manufacturer or at the construction site, which can greatly improve production efficiency, facilitate handling and construction, and reduce the loss rate of formwork components. the
本发明的特征还在于上板、周围侧壁、下底板彼此之间通过叠合层相互连接围合成空腔体。这样,上板、周围侧壁、下底板彼此之间通过叠合 层相互连接围合模壳构件整体,可预先生产各部件,提高生产效率,方便模壳构件的各组成部件的搬运,模壳构件既可在生产时组装,也可以在施工现场进行组装,从而提高生产效率,降低材料损耗,降低生产成本。 The present invention is also characterized in that the upper plate, the surrounding side walls, and the lower bottom plate are connected to each other through the lamination layer to form a hollow body. In this way, the upper plate, the surrounding side walls, and the lower bottom plate are connected to each other through the laminated layer to enclose the whole formwork member, which can pre-produce each part, improve production efficiency, and facilitate the handling of each component part of the formwork member. Components can be assembled during production or at the construction site, thereby improving production efficiency, reducing material loss, and reducing production costs. the
本发明的特征还在于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 invention is also characterized in that carriers are provided on the formwork members. The carrier can be handles, hooks, rings or other devices. In this way, the formwork members can be stacked, transported, hoisted and constructed very conveniently, which reduces the difficulty and intensity of the work in the above-mentioned processes, is conducive to improving the construction efficiency and reducing the construction cost. the
(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为内肋模腔,6为间隔撑拉件,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围成空腔体,其下底板3的基层上设置有叠合层4,同时,两个空腔体间隔排列构成内肋模腔5,内肋模腔5中设置有将两个空腔体相间连接成一体的间隔撑拉件6。
Fig. 1 is a schematic structural diagram of Embodiment 1 of the present invention. In the accompanying drawings, 1 is the upper plate, 2 is the surrounding side wall, 3 is the lower bottom plate, 4 is the laminated layer, 5 is the inner rib cavity, and 6 is the spacer brace. In the following drawings, the numbers are the same, Its instructions are the same. As shown in Figure 1, the upper plate 1, the surrounding
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围成空腔体,下底板3的基层上设置有叠合层4,两个空腔体间隔排列构成内肋模腔5,内肋模腔5中设置有将两个空腔体相间连接成一体的间隔撑拉件6,其间隔撑拉件6与空腔体之间为牢固连接。
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围成空腔体,下底板3的基层上设置有叠合层4,两个空腔体间隔排列构成内肋模腔5,内肋模腔5中设置有将两个空腔体相间连接成一体的间隔撑拉件6,其隔撑拉件6为活动可伸缩的撑拉杆件。
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围成空腔体,下底板3的基层上设置有叠合层4,两个空腔体间隔排列构成内肋模腔5,内肋模腔5中设置有将两个空腔体相间连接成一体的间隔撑拉件6,其隔撑拉件6为杆件。
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围成空腔体,下底板3的基层上设置有叠合层4,两个空腔体间隔排列构成内肋模腔5,内肋模腔5中设置有将两个空腔体相间连接成一体的间隔撑拉件6,其间隔撑拉件6为空心杆件。
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围成空腔体,下底板3的基层上设置有叠合层4,两个空腔体间隔排列构成内肋模腔5,内肋模腔5中设置有将两个空腔体相间连接成一体的间 隔撑拉件6,其间隔撑拉件6为金属件。
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围成空腔体,下底板3的基层上设置有叠合层4,两个空腔体间隔排列构成内肋模腔5,内肋模腔5中设置有将两个空腔体相间连接成一体的间隔撑拉件6,其间隔撑拉件6为钢筋和截面为□形的杆件。
Fig. 7 is a schematic structural view of Embodiment 7 of the present invention. The upper plate 1, the surrounding
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围成空腔体,下底板3的基层上设置有叠合层4,两个空腔体间隔排列构成内肋模腔5,内肋模腔5中设置有将两个空腔体相间连接成一体的间隔撑拉件6,其间隔撑拉件6的两头折弯伸入空腔体的壁内锚固。
Fig. 8 is a schematic structural view of Embodiment 8 of the present invention, the upper plate 1, the surrounding
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围成空腔体,下底板3的基层上设置有叠合层4,两个空腔体间隔排列构成内肋模腔5,内肋模腔5中设置有将两个空腔体相间连接成一体的间隔撑拉件6,其间隔撑拉件6彼此呈平行、斜交设置。
Fig. 9 is a schematic structural view of Embodiment 9 of the present invention, the upper plate 1, the surrounding
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围成空腔体,下底板3的基层上设置有叠合层4,两个空腔体间隔排列构成内肋模腔5,内肋模腔5中设置有将两个空腔体相间连接成一体的间隔撑拉件6,其叠合层4的材质与基层材质相同。
Figure 10 is a schematic structural view of Embodiment 10 of the present invention, the upper plate 1, the surrounding
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围成空腔体,周围侧壁2中设置有叠合层4,两个空腔体间隔排列构成内肋模腔5,内肋模腔5中设置有将两个空腔体相间连接成一体的间隔撑拉件6,其叠合层4位于周围侧壁2的基层的内侧。
Figure 11 is a schematic structural view of Embodiment 11 of the present invention. The upper plate 1, the surrounding
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围成空腔体,下底板3的基层上设置有叠合层4,两个空腔体间隔排列构成内肋模腔5,内肋模腔5中设置有将两个空腔体相间连接成一体的间隔撑拉件6,其叠合层4与基层之间以粘合的方式叠合成整体。
Figure 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围成空腔体,下底板3的基层上设置有叠合层4,两个空腔体间隔排列构成内肋模腔5,内肋模腔5中设置有将两个空腔体相间连接成一体的间隔撑拉件6,其上板1和周围侧壁2中均设置有增强物7,图示增强物7为金属薄条带。
Fig. 13 is a schematic structural view of Embodiment 13 of the present invention. The upper plate 1, the surrounding
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围成空腔体,下底板3的基层上设置有叠合层4,两个空腔体间隔排列构成内肋模腔5,内肋模腔5中设置有将两个空腔体相间连接成一体的 间隔撑拉件6,其空腔体的竖向剖面形状为梯形。
Figure 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围成空腔体,下底板3的基层上设置有叠合层4,两个空腔体间隔排列构成内肋模腔5,内肋模腔5中设置有将两个空腔体相间连接成一体的间隔撑拉件6,其空腔体上还同时设置有阴角8、凸台模块13、凸条14和阳角15。
Fig. 15 is a schematic structural view of Embodiment 15 of the present invention. The upper plate 1, the surrounding
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围成空腔体,下底板3的基层上设置有叠合层4,两个空腔体间隔排列构成内肋模腔5,内肋模腔5中设置有将两个空腔体相间连接成一体的间隔撑拉件6,其空腔体上还同时设置有阴角8、倒角9、凹槽10、凹坑11、孔洞12和凸条14。
Figure 16 is a schematic structural view of Embodiment 16 of the present invention, the upper plate 1, the surrounding
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围成空腔体,下底板3的基层上设置有叠合层4,两个空腔体间隔排列构成内肋模腔5,内肋模腔5中设置有将两个空腔体相间连接成一体的间隔撑拉件6,其空腔体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。
Figure 17 is a schematic structural view of Embodiment 17 of the present invention, the upper plate 1, the surrounding
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围成空腔体,下底板3的基层上设置有叠合层4,两个空腔体间隔排列构成内肋模腔5,内肋模腔5中设置有将两个空腔体相间连接成一体的间隔撑拉件6,其空腔体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。
Figure 18 is a schematic structural view of Embodiment 18 of the present invention, the upper plate 1, the surrounding
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围成空腔体,下底板3的基层上设置有叠合层4,两个空腔体间隔排列构成内肋模腔5,内肋模腔5中设置有将两个空腔体相间连接成一体的间隔撑拉件6,其上板1和周围侧壁2的壁为轻质材料19制成,图示轻质材料19为陶粒砼。
Figure 19 is a schematic structural view of
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围成空腔体,下底板3的基层上设置有叠合层4,两个空腔体间隔排列构成内肋模腔5,内肋模腔5中设置有将两个空腔体相间连接成一体的间隔撑拉件6,其上板1为活动可拆卸的扣合盖板。
Figure 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围成空腔体,下底板3的基层上设置有叠合层4,多个空腔体间隔排列构成内肋模腔5,内肋模腔5中设置有将多个空腔体相间连接成一体的 间隔撑拉件6,其上板1和周围侧壁2的外表面为粗糙的外表面。
Figure 21 is a schematic structural view of
图22是本发明实施例22的结构示意图,上板1、周围侧壁2和下底板3围成空腔体,下底板3的基层上设置有叠合层4,多个空腔体间隔排列构成内肋模腔5,内肋模腔5中设置有将多个空腔体相间连接成一体的间隔撑拉件6,其空腔体上设置有定位构件20,图示定位构件20为支撑定位脚。
Figure 22 is a schematic structural view of
图23是本发明实施例23的结构示意图,上板1、周围侧壁2和下底板3围成空腔体,下底板3的基层上设置有叠合层4,多个空腔体间隔排列构成内肋模腔5,内肋模腔5中设置有将多个空腔体相间连接成一体的间隔撑拉件6,其空腔体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。
Figure 23 is a schematic structural view of Embodiment 23 of the present invention, the upper plate 1, the surrounding
图24是本发明实施例24的结构示意图,上板1、周围侧壁2和下底板3围成空腔体,下底板3的基层上设置有叠合层4,多个空腔体间隔排列构成内肋模腔5,内肋模腔5中设置有将多个空腔体相间连接成一体的间隔撑拉件6,其下底板3伸出挑边22,多个空腔体通过挑边22连接成成组模壳构件。
Fig. 24 is a schematic structural view of Embodiment 24 of the present invention. The upper plate 1, the surrounding
图25是本发明实施例25的结构示意图,上板1、周围侧壁2和下底板3围成空腔体,周围侧壁2上设置有叠合层4,两个空腔体间隔排列构成内肋模腔5,内肋模腔5中设置有将两个空腔体相间连接成一体的间隔撑拉件6,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. 25 is a schematic structural view of Embodiment 25 of the present invention. The upper plate 1, the surrounding
图26是本发明实施例26的结构示意图,上板1、周围侧壁2和下底板3围成空腔体,下底板3的基层上设置有叠合层4,两个空腔体间隔排列构成内肋模腔5,内肋模腔5中设置有将两个空腔体相间连接成一体的间隔撑拉件6,其叠合层4本身为多层叠合而成的复合叠合层。
Figure 26 is a schematic structural view of Embodiment 26 of the present invention. The upper plate 1, the surrounding
图27是本发明实施例27的结构示意图,上板1、周围侧壁2和下底板3围成空腔体,下底板3的基层上设置有叠合层4,两个空腔体间隔排列构成内肋模腔5,内肋模腔5中设置有将两个空腔体相间连接成一体的间隔撑拉件6,其上板1相连有叠合层4,并为一体成型的整体,上板1和周围侧壁2之间通过叠合层4相互连接成一体。
Figure 27 is a schematic structural view of Embodiment 27 of the present invention, the upper plate 1, the surrounding
图28是本发明实施例28的结构示意图,上板1、周围侧壁2和下底板3围成空腔体,两个空腔体间隔排列构成内肋模腔5,内肋模腔5中设置有将两个空腔体相间连接成一体的间隔撑拉件6,其上板1、周围侧壁2和下底板3彼此之间通过叠合层4相互连接围合成空腔体。
Fig. 28 is a schematic structural view of Embodiment 28 of the present invention. The upper plate 1, the surrounding
(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. the
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围合成空腔体,其特征在于上板1、周围侧壁2或下底板3的至少一个基层叠合有至少一片叠合层4,叠合层4与基层叠合成整体,至少二个以上的空腔体相间排列,两个空腔体的相对面之间构成现浇砼内肋模腔5,内肋模腔5中有将两个空腔体相间连结成一体的至少一个间隔撑拉件6,上板1或周围侧壁2或下底板3的壁为轻质材料19。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为内肋模腔,6为间隔撑拉件,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围成空腔体,其下底板3的基层上设置有叠合层4,同时,两个空腔体间隔排列构成内肋模腔5,内肋模腔5中设置有将两个空腔体相间连接成一体的间隔撑拉件6。如图18所示,下底板3的基层叠合有叠合层4,叠合层4与基层叠合成整体,二个空腔体相间排列,两个空腔体的相对面之间构成现浇砼内肋模腔5,内肋模腔5中有将两个空腔体相间连结成一体的间隔撑拉件6,叠合层4叠合有轻质材料19。
As shown in the accompanying drawings, the present invention includes an upper plate 1, surrounding
本发明的特征还在于所述的间隔撑拉件6与空腔体之间为固定连接。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围成空腔体,下底板3的基层上设置有叠合层4,两个空腔体间隔排列构成内肋模腔5,内肋模腔5中设置有将两个空腔体相间连接成一体的间隔撑拉件6,其间隔撑拉件6与空腔体之间为固定连接。
The present invention is also characterized in that the
本发明的特征还在于所述的间隔撑拉件6与空腔体之间为活动连接。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围成空腔体,下底板3的基层上设置有叠合层4,两个空腔体间隔排列构成内肋模腔5,内肋模腔5中设置有将两个空腔体相间连接成一体的间隔撑拉件6,其间隔撑拉件6为活动可伸缩的撑拉杆件。”
The present invention is also characterized in that the
本发明的特征还在于所述的间隔撑拉件6为杆件或索或板片或筋或丝或薄条带或墩中的至少一个。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围成空腔体,下底板3的基层上设置有叠合层4,两个空腔体间隔排列构成内肋模腔5,内肋模腔5中设置有将两个空腔体相间连接成一体的间隔撑拉件6,其间隔撑拉件6为杆件。
The present invention is also characterized in that the
本发明的特征还在于所述的杆件或板片或墩式间隔撑拉件6为空心或多孔空心的间隔撑拉件。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围成空腔体,下底板3的基层上设置有叠合层4,两个空腔体间隔排列构成内肋模腔5,内肋模腔5中设置有将两个空腔体相间连接成一体的间隔撑拉件6,其间隔撑拉件6为空心杆件。
The present invention is also characterized in that the rods or plates or pier-type spacer stays 6 are hollow or porous hollow spacer stays. Fig. 5 is a schematic structural view of
本发明的特征还在于所述的间隔撑拉件6为金属件。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围成空腔体,下底板3的基层上设置有叠合层4,两个空腔体间隔排列构成内肋模腔5,内肋模腔5中设置有将两个空腔体相间连接成一体的间隔撑拉件6,其间隔撑拉件6为金属件。
The present invention is also characterized in that the
本发明的特征还在于所述的金属间隔撑拉件6由至少两个金属件对接,或金属件与内肋模腔模壁焊接,或金属件与内肋模腔壁的预埋件焊接,或金属件与预埋件或模腔模壁螺丝或螺栓固定而成。如图6所示,上板1、周围侧壁2和下底板3围成空腔体,下底板3的基层上设置有叠合层4,两个空腔体间隔排列构成内肋模腔5,其间隔撑拉件6为金属件与内肋模腔壁的预埋件焊接固定而成。
The present invention is also characterized in that the
本发明的特征还在于所述的间隔撑拉件6为钢板制成的U、I、X、T、○、ㄈ、□形撑拉件或为钢筋、金属管撑拉件。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围成空腔体,下底板3的基层上设置有叠合层4,两个空腔体间隔排列构成内肋模腔5,内肋模腔5中设置有将两个空腔体相间连接成一体的间隔撑拉件6,其间隔撑拉件6为钢筋和截面为□形的杆件。
The present invention is also characterized in that the
本发明的特征还在于所述的间隔撑拉件6的至少一头折弯伸入空腔体的壁内锚固。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围成空腔体,下底板3的基层上设置有叠合层4,两个空腔体间隔排列构成内肋模腔5,内肋模腔5中设置有将两个空腔体相间连接成一体的间隔撑拉件6,其间隔撑拉件6的两头折弯伸入空腔体的壁内锚固。
The present invention is also characterized in that at least one end of the
本发明的特征还在于所述的间隔撑拉件6彼此呈平行或正交或斜交或立交设置。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围成空腔体,下底板3的基层上设置有叠合层4,两个空腔体间隔排列构成内肋模腔5,内肋模腔5中设置有将两个空腔体相间连接成一体的间隔撑拉件6,其间隔撑拉件6彼此呈平行、斜交设置。
The present invention is also characterized in that the spacer braces 6 are arranged in parallel or orthogonally or obliquely or perpendicularly to each other. Fig. 9 is a schematic structural view of Embodiment 9 of the present invention, the upper plate 1, the surrounding
本发明的特征还在于所述的叠合层4与基层材质相同。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围成空腔体,下底板3的基层上设置有叠合层4,两个空腔体间隔排列构成内肋模腔5,内肋模腔5中设置有将两个空腔体相间连接成一体的间隔撑拉件6,其叠合层4的材质与基层材质相同。
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与基层材质不同。
The present invention is also characterized in that the material of the
本发明的特征还在于所述的叠合层4位于基层外侧或内侧。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围成空腔体,周围侧壁2中设置有叠合层4,两个空腔体间隔排列构成内肋模腔5,内肋模腔5中设置有将两个空腔体相间连接成一体的间隔撑拉件6,其叠合层4位于周围侧壁2的基层的内侧。
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与基层之间以胶结或粘合或咬合或焊合或压合或拉丝或板合或螺钉或铆合的方式叠合成整体。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围成空腔体,下底板3的基层上设置有叠合层4,两个空腔体间隔排列构成内肋模腔5,内肋模腔5中设置有将两个空腔体相间连接成一体的间隔撑拉件6,其叠合层4与基层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叠合层4与下底板3叠合。如图12所示,上板1、周围侧壁2和下底板3围成空腔体,下底板3的基层上设置有叠合层4,两个空腔体间隔排列构成内肋模腔5,其叠合层4与下底板3叠合。
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为胶凝材料轻骨料砼层。如图12所示,上板1、周围侧壁2和下底板3围成空腔体,下底板3的基层上设置有叠合层4,两个空腔体间隔排列构成内肋模腔5,其叠合层4为轻骨料砼层。
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为胶凝材料加气砼层。如图9所示,上板1、周围侧壁2和下底板3围成空腔体,下底板3的基层上设置有叠合层4,两个空腔体间隔排列构成内肋模腔5,叠合层4为加气砼层。
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为泡沫塑料层。如图11所示,上板1、周围侧壁2和下底板3围成空腔体,周围侧壁2的基层上设置有叠合层4,两个空腔体间隔排列构成内肋模腔5,其叠合层4为泡沫塑料层。
The present invention is also characterized in that said
本发明的特征还在于所述的上板1、周围侧壁2、下底板3或叠合层 4中的至少一个中含有增强物7,或者有增强物7露出,或者各自中的增强物7伸入相邻的基体中相互拉结。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围成空腔体,下底板3的基层上设置有叠合层4,两个空腔体间隔排列构成内肋模腔5,内肋模腔5中设置有将两个空腔体相间连接成一体的间隔撑拉件6,其上板1和周围侧壁2中均设置有增强物7,图示增强物7为金属薄条带。
The present invention is also characterized in that at least one of the upper plate 1, the surrounding
本发明的特征还在于所述的空腔体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围成空腔体,下底板3的基层上设置有叠合层4,两个空腔体间隔排列构成内肋模腔5,内肋模腔5中设置有将两个空腔体相间连接成一体的间隔撑拉件6,其空腔体的竖向剖面形状为梯形。
The present invention is also characterized in that the shape of the horizontal section or vertical section of the hollow body is a rectangle, a square, a polygon, an arc polygon, a chamfered polygon, an arc polygon, a corrugated shape or a circle. Figure 14 is a schematic structural view of
本发明的特征还在于所述的空腔体上还设置有阴角8或倒角9或凹槽10或凹坑11或孔洞12或凸台模块13或凸条14或阳角15中的至少一个。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围成空腔体,下底板3的基层上设置有叠合层4,两个空腔体间隔排列构成内肋模腔5,内肋模腔5中设置有将两个空腔体相间连接成一体的间隔撑拉件6,其空腔体上还同时设置有阴角8、凸台模块13、凸条14和阳角15。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围成空腔体,下底板3的基层上设置有叠合层4,两个空腔体间隔排列构成内肋模腔5,内肋模腔5中设置有将两个空腔体相间连接成一体的间隔撑拉件6,其空腔体上还同时设置有阴角8、倒角9、凹槽10、凹坑11、孔洞12和凸条14。
The present invention is also characterized in that the hollow body is also provided with at least one of the internal angle 8 or the chamfer 9 or the groove 10 or the pit 11 or the
本发明的特征还在于所述的阴角8、倒角9、凹槽10、孔洞12、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。如图16所示,上板1、周围侧壁2和下底板3围成空腔体,下底板3的基层上设置有叠合层4,两个空腔体间隔排列构成内肋模腔5,其空腔体上设置的阴角8、倒角9、凹槽10、孔洞12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状设置。
The present invention is also characterized in that the internal angles 8, chamfers 9, grooves 10, holes 12, and
本发明的特征还在于所述的空腔体的封闭空腔内设置有加劲肋16、加劲杆17、加强筋18中的至少一个,或者有加劲肋16、加劲杆17、加强筋18中的至少一个露出空腔体外,或者加劲肋16、加劲杆17、加强筋18上还有增强物7露出,或者加劲肋16、加劲杆17、加强筋18与基层叠合或叠合后露筋、网增强物7,或者加劲肋16、加劲杆17、加强筋18叠合有叠合层4。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围成空腔体,下底板3的基层上设置有叠合层4,两个空腔体间隔排列构成内肋模腔5,内肋模腔5中设置有将两个空腔体相间连接成一体的间隔撑拉件6,其空腔体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。
The present invention is also characterized in that at least one of stiffening ribs 16, stiffening rods 17, and reinforcing ribs 18 is arranged in the closed cavity of the cavity body, or there are stiffening ribs 16, stiffening rods 17, and reinforcing ribs 18. At least one of them is exposed outside the cavity, or there are reinforcements 7 exposed on the stiffener 16, stiffener 17, and rib 18, or the stiffener 16, stiffener 17, and rib 18 are laminated with the base layer or exposed after lamination, The net reinforcement 7, or the stiffeners 16, stiffeners 17, and ribs 18 are superimposed with a
本发明的特征还在于所述的空腔体的封闭空腔内设置有轻质材料19。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围成空腔体,下底板3的基层上设置有叠合层4,两个空腔体间隔排列构成内肋模腔5,内肋模腔5中设置有将两个空腔体相间连接成一体的间隔撑拉件6,其空腔体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空腔体的上板1或周围侧壁2或下底板3的壁为轻质材料19。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围成空腔体,下底板3的基层上设置有叠合层4,两个空腔体间隔排列构成内肋模腔5,内肋模腔5中设置有将两个空腔体相间连接成一体的间隔撑拉件6,其上板1和周围侧壁2的壁为轻质材料19制成,图示轻质材料19为陶粒砼。
The present invention is also characterized in that the walls of the upper plate 1 or surrounding
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围成空腔体,下底板3的基层上设置有叠合层4,两个空腔体间隔排列构成内肋模腔5,内肋模腔5中设置有将两个空腔体相间连接成一体的间隔撑拉件6,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 upper panel 1 or surrounding
本发明的特征还在于所述的空腔体的上板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围成空腔体,下底板3的基层上设置有叠合层4,多个空腔体间隔排列构成内肋模腔5,内肋模腔5中设置有将多个空腔体相间连接成一体的间隔撑拉件6,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 upper plate 1 and the surrounding
本发明的特征还在于所述的空腔体上设置有定位构件20。图22是本发明实施例22的结构示意图,上板1、周围侧壁2和下底板3围成空腔体,下底板3的基层上设置有叠合层4,多个空腔体间隔排列构成内肋模腔5,内肋模腔5中设置有将多个空腔体相间连接成一体的间隔撑拉件6,其空腔体上设置有定位构件20,图示定位构件20为支撑定位脚。
The present invention is also characterized in that the positioning
本发明的特征还在于所述的空腔体上设置有空腔体之间彼此连接的连接件21。图23是本发明实施例23的结构示意图,上板1、周围侧壁2和下底板3围成空腔体,下底板3的基层上设置有叠合层4,多个空腔体间隔排列构成内肋模腔5,内肋模腔5中设置有将多个空腔体相间连接成一体的间隔撑拉件6,其空腔体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 bodies are provided with connecting
本发明的特征还在于所述的下底板3伸出有挑边22或伸出露增强物7的挑边22,或者至少两个以上的空腔体通过挑边22连接成成组模壳构件。图24是本发明实施例24的结构示意图,上板1、周围侧壁2和下底板3围成空腔体,下底板3的基层上设置有叠合层4,多个空腔体间隔排列构成内肋模腔5,内肋模腔5中设置有将多个空腔体相间连接成一体的间隔撑拉件6,其下底板3伸出挑边22,多个空腔体通过挑边22连接成成组模壳构件。
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为水泥砂浆或砼或轻质砼或聚合物砼或聚合物砂浆的下底板,或者空腔体的上板1或周围侧壁2的壁为水泥纤维或水泥纤维网或水泥钢筋网或水泥钢丝网或砼板或木胶板或塑料或金属压型板或轻质砼的壁。如图12所示,上板1、周围侧壁2和下底板3围成空腔体,下底板3的基层上设置有叠合层4,两个空腔体间隔排列构成内肋模腔5,其下底板3为钢筋砼板,上板1和周围侧壁2为纤维水泥砂浆板。
The present invention is also characterized in that said
本发明的特征还在于上板1、周围侧壁2、下底板3或者叠合层4中的至少一个是由多层粘有胶凝材料的筋或网的增强物7叠合而成。图25是本发明实施例25的结构示意图,上板1、周围侧壁2和下底板3围成空腔体,周围侧壁2上设置有叠合层4,两个空腔体间隔排列构成内肋模腔5,内肋模腔5中设置有将两个空腔体相间连接成一体的间隔撑拉件6,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 invention is also characterized in that at least one of the upper panel 1, the surrounding
本发明的特征还在于所述的叠合层4本身为至少二层叠合的复合叠 合层。图26是本发明实施例26的结构示意图,上板1、周围侧壁2和下底板3围成空腔体,下底板3的基层上设置有叠合层4,两个空腔体间隔排列构成内肋模腔5,内肋模腔5中设置有将两个空腔体相间连接成一体的间隔撑拉件6,其叠合层4本身为多层叠合而成的复合叠合层。
The present invention is also characterized in that said
本发明的特征还在于所述的叠合层4本身为至少二种材料叠合的复合叠合层。如图26所示,叠合层4为水泥砂浆胶结料与纤维网格布二种不同材料多层叠合而成的复合叠合层。
The present invention is also characterized in that the
本发明的特征还在于上板1、周围侧壁2、下底板3中的至少一个与叠合层4为一体成型的整体,上板1、周围侧壁2、下底板3彼此之间部分或全部通过叠合层4相互连接围合成空腔体。图27是本发明实施例27的结构示意图,上板1、周围侧壁2和下底板3围成空腔体,下底板3的基层上设置有叠合层4,两个空腔体间隔排列构成内肋模腔5,内肋模腔5中设置有将两个空腔体相间连接成一体的间隔撑拉件6,其上板1相连有叠合层4,并为一体成型的整体,上板1和周围侧壁2之间通过叠合层4相互连接成一体。
The present invention is also characterized in that at least one of the upper plate 1, the surrounding
本发明的特征还在于上板1、周围侧壁2、下底板3彼此之间通过叠合层4相互连接围合成空腔体。图28是本发明实施例28的结构示意图,上板1、周围侧壁2和下底板3围成空腔体,两个空腔体间隔排列构成内肋模腔5,内肋模腔5中设置有将两个空腔体相间连接成一体的间隔撑拉件6,其上板1、周围侧壁2和下底板3彼此之间通过叠合层4相互连接围合成空腔体。
The present invention is also characterized in that the upper board 1 , the surrounding
本发明的特征还在于模壳构件上设置有搬运件23。如图24所示,模壳构件上设置有搬运件23。 The present invention is also characterized in that a carrier 23 is provided on the formwork member. As shown in FIG. 24, a carrier 23 is provided on the formwork member. the
本发明实施时,可采用水泥砂浆与纤维网格布先在模具内制作由上板1和周围侧壁2围成的一面开口的层状结构的带金属间隔撑拉件6的空腔体,然后,将多个空腔体通过金属间隔撑拉件6焊接连成一体,将其开口面朝上,将水泥砂浆或塑料叠合层4悬挂或放置于开口面上,再封堵开口面,然后用钢丝网水泥砂浆或砼制作下底板3或带挑边22的下底板3,待料浆硬化后,养护至规定龄期,即可得到下底板3的基层叠合有叠合层4的模壳构件。
During the implementation of the present invention, cement mortar and fiber mesh cloth can be used to make the cavity body of the layered structure with metal spacer braces 6 on one side surrounded by the upper plate 1 and the surrounding
Claims (42)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2006100934172A CN1873141B (en) | 2003-10-01 | 2003-10-01 | Shuttering structural component |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2006100934172A CN1873141B (en) | 2003-10-01 | 2003-10-01 | Shuttering structural component |
Related Parent Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2005100993829A Division CN100342097C (en) | 2003-10-01 | 2003-10-01 | Cast-in-situ concrete hollow floor of formwork components |
| CN 200310100977 Division CN1220817C (en) | 2003-10-01 | 2003-10-01 | a formwork member |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1873141A CN1873141A (en) | 2006-12-06 |
| CN1873141B true CN1873141B (en) | 2012-03-28 |
Family
ID=37483725
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2006100934172A Expired - Fee Related CN1873141B (en) | 2003-10-01 | 2003-10-01 | Shuttering structural component |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN1873141B (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE4121113A1 (en) * | 1990-06-26 | 1992-01-02 | Petr Hajek | Reinforced concrete ceiling structure - uses cassette formation with hollow beams and steel concrete support plates |
| EP0884427A2 (en) * | 1997-06-11 | 1998-12-16 | Eduarda Fanha N. Ferreira Rebelo | A better solution for the concrete boxes normally used in the fungiform pavements |
| CN1212242A (en) * | 1997-09-19 | 1999-03-31 | 沈继昌 | Light weight disposable building form and its making method |
| CN1348040A (en) * | 2001-11-23 | 2002-05-08 | 邱则有 | Cavity member for floor slab with hidden and dense ribs |
| CN1366118A (en) * | 2001-11-15 | 2002-08-28 | 邱则有 | Prefabricated hollow member for roof with space structure and its application |
| CN2536687Y (en) * | 2001-11-23 | 2003-02-19 | 邱则有 | Hollow constructing component for steel bar reinforced floor |
| CN1220817C (en) * | 2003-10-01 | 2005-09-28 | 邱则有 | a formwork member |
-
2003
- 2003-10-01 CN CN2006100934172A patent/CN1873141B/en not_active Expired - Fee Related
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE4121113A1 (en) * | 1990-06-26 | 1992-01-02 | Petr Hajek | Reinforced concrete ceiling structure - uses cassette formation with hollow beams and steel concrete support plates |
| EP0884427A2 (en) * | 1997-06-11 | 1998-12-16 | Eduarda Fanha N. Ferreira Rebelo | A better solution for the concrete boxes normally used in the fungiform pavements |
| CN1212242A (en) * | 1997-09-19 | 1999-03-31 | 沈继昌 | Light weight disposable building form and its making method |
| CN1366118A (en) * | 2001-11-15 | 2002-08-28 | 邱则有 | Prefabricated hollow member for roof with space structure and its application |
| CN1348040A (en) * | 2001-11-23 | 2002-05-08 | 邱则有 | Cavity member for floor slab with hidden and dense ribs |
| CN2536687Y (en) * | 2001-11-23 | 2003-02-19 | 邱则有 | Hollow constructing component for steel bar reinforced floor |
| CN1220817C (en) * | 2003-10-01 | 2005-09-28 | 邱则有 | a formwork member |
Non-Patent Citations (1)
| Title |
|---|
| DE 4121113 A1,全文. |
Also Published As
| Publication number | Publication date |
|---|---|
| CN1873141A (en) | 2006-12-06 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN1329601C (en) | A cavity formwork member | |
| CN1529005A (en) | Shuttering component | |
| CN1936225B (en) | a formwork member | |
| CN1873141B (en) | Shuttering structural component | |
| CN100458074C (en) | Shuttering member | |
| CN100441794C (en) | Shuttering component | |
| CN1915628B (en) | a formwork member | |
| CN100564726C (en) | A kind of shuttering member | |
| CN100439625C (en) | Cast-in-situ concrete hollow floor of shuttering member | |
| CN100434627C (en) | a formwork member | |
| CN100564734C (en) | A kind of shuttering member | |
| CN100467798C (en) | a formwork member | |
| CN100501088C (en) | a formwork member | |
| CN1807799B (en) | Shuttering component | |
| CN100354487C (en) | A cavity formwork member | |
| CN100408787C (en) | a formwork member | |
| CN100434628C (en) | a formwork member | |
| CN100427692C (en) | Shuttering component | |
| CN100422465C (en) | Shuttering component | |
| CN100467764C (en) | a formwork member | |
| CN100489223C (en) | Shuttering member | |
| CN100434630C (en) | a formwork member | |
| CN100420812C (en) | a formwork member | |
| CN100501052C (en) | a formwork member | |
| CN100489244C (en) | Shuttering component |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| ASS | Succession or assignment of patent right |
Owner name: HUNAN QIUZEYOU PATENT STRATEGY PLANNING CO., LTD. Free format text: FORMER OWNER: QIU ZEYOU Effective date: 20101011 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 410005 28/F, SHUNTIANCHENG, NO.185, FURONG MIDDLE ROAD, CHANGSHA CITY, HUNAN PROVINCE TO: 410205 JUXING INDUSTRIAL BASE, NO.8, LUJING ROAD, CHANGSHA HIGH-TECH. DEVELOPMENT ZONE, YUELU DISTRICT, CHANGSHA CITY, HUNAN PROVINCE |
|
| TA01 | Transfer of patent application right |
Effective date of registration: 20101011 Address after: 410205, Hunan Changsha Changsha hi tech Development Zone, Yuelu District Road, No. 8 star industry base Applicant after: Hunan Qiuzeyou Patent Strategy Planning Co., Ltd. Address before: 410005 Hunan province Changsha Furong Road 185 Suncheon City 28 floor Applicant before: Qiu Zeyou |
|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120328 Termination date: 20131001 |