WO2016095653A1 - Base plate member - Google Patents

Base plate member Download PDF

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Publication number
WO2016095653A1
WO2016095653A1 PCT/CN2015/095082 CN2015095082W WO2016095653A1 WO 2016095653 A1 WO2016095653 A1 WO 2016095653A1 CN 2015095082 W CN2015095082 W CN 2015095082W WO 2016095653 A1 WO2016095653 A1 WO 2016095653A1
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WIPO (PCT)
Prior art keywords
bottom plate
plate unit
groove
fixing member
groove fixing
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PCT/CN2015/095082
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French (fr)
Chinese (zh)
Inventor
何爽
王富有
彭稳
Original Assignee
广东中集翌科新材料开发有限公司
中集集团集装箱控股有限公司
中国国际海运集装箱(集团)股份有限公司
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Application filed by 广东中集翌科新材料开发有限公司, 中集集团集装箱控股有限公司, 中国国际海运集装箱(集团)股份有限公司 filed Critical 广东中集翌科新材料开发有限公司
Publication of WO2016095653A1 publication Critical patent/WO2016095653A1/en

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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B62LAND VEHICLES FOR TRAVELLING OTHERWISE THAN ON RAILS
    • B62DMOTOR VEHICLES; TRAILERS
    • B62D33/00Superstructures for load-carrying vehicles
    • B62D33/02Platforms; Open load compartments
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16SCONSTRUCTIONAL ELEMENTS IN GENERAL; STRUCTURES BUILT-UP FROM SUCH ELEMENTS, IN GENERAL
    • F16S1/00Sheets, panels, or other members of similar proportions; Constructions comprising assemblies of such members
    • F16S1/10Composite members, e.g. with ribs or flanges attached

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Combustion & Propulsion (AREA)
  • Transportation (AREA)
  • Floor Finish (AREA)
  • Rigid Containers With Two Or More Constituent Elements (AREA)

Abstract

A base plate member comprises at least two transversely-spliced base plate units (1) and at least one groove fixing member (2, 4). Each base plate unit is of an integrated structure made of fiber reinforced polymer-matrix composite materials, and comprises a base plate unit body (11) and a foot plate (12) extending transversely from the bottom of the base plate unit body. The foot plates of every two adjacent base plate units are abutted against each other, and an accommodating groove (14) is defined by the foot plates of every two adjacent base plate units and the side surfaces of the two base plate unit bodies. The groove fixing member is made of one or more of wood materials, plastic materials, metal materials or thermoplastic composite materials. The groove fixing member is installed in the accommodating groove to fix the adjacent base plate units. The groove fixing member is attached to the inner wall of the accommodating groove, and the upper surface of the groove fixing member is not lower than the upper surface of the base plate unit body. The base plate member can be reliably fixed on a base frame and the overall strength and bearing performance are guaranteed as well.

Description

底板构件Floor member 技术领域Technical field
本发明涉及底板,特别涉及一种复合材料底板构件,适用于各类集装箱、车辆。船舶、能源化工和海工等领域。The invention relates to a bottom plate, in particular to a composite material floor member, which is suitable for various containers and vehicles. In the fields of shipbuilding, energy and chemical engineering and offshore engineering.
背景技术Background technique
纤维增强复合材料(Fiber Reinforced Plastic,简称FRP)以其较好的比强度、比模量、材料性能的可设计性、抗腐蚀性和耐久性能等,使得FRP材料能满足现代结构大跨距、高承载、轻质高强等恶劣条件下的产品需求,因此FRP材料也被越来越广泛的应用于各种民用建筑、桥梁、运输、海洋等结构领域中。在集装箱、车辆、船舶、能源化工和海工等领域中,也有将纤维增强复合材料制备成高强度型材结构应用于主承载构件中的先例,例如可将纤维增强复合材料制备成底板,以替代传统的木质胶合板、实木集成底板、竹木复合底板或钢制底板等。Fiber Reinforced Plastics (FRP) can satisfy the modern structure and large span with its better specific strength, specific modulus, designability of material properties, corrosion resistance and durability. FRP materials are also increasingly used in various civil construction, bridge, transportation, marine and other structural fields due to the demand for products under harsh conditions such as high load capacity, light weight and high strength. In the fields of containers, vehicles, ships, energy and chemical engineering, and marine engineering, there are also precedents for preparing fiber reinforced composite materials into high-strength profile structures for use in primary load-bearing members. For example, fiber reinforced composite materials can be prepared into a base plate instead of Traditional wooden plywood, solid wood integrated floor, bamboo composite floor or steel base.
纤维增强复合材料最大的缺点是无法有效固定,尤其是应用于集装箱、车辆、船舶、能源化工和海工等领域的底板系统中。现有技术中常通过螺钉直接打在纤维增强复合材料底板上将其固定,一般每平米的面积需要20~40颗螺钉进行紧固。而复合材料为连续纤维增强型,螺钉孔直接机械地切断复合材料板材中的连续纤维,会极大地降低复合材料底板的整体性能,底板在使用过程中承载负荷时往往在螺钉孔处形成应力集中现象,并逐步形成裂纹和裂纹的扩展现象,造成底板的失效;同时FRP底板的握钉力较差,在高频次疲劳载荷作用下极易形成脱钉现象,无法达到固定底板的作用。The biggest disadvantage of fiber reinforced composites is their inability to be effectively fixed, especially in floor systems for containers, vehicles, ships, energy, chemicals and offshore industries. In the prior art, the fiber reinforced composite material base is often fixed by screws directly, and generally 20 to 40 screws per square meter are required for fastening. The composite material is continuous fiber reinforced type, and the screw hole directly mechanically cuts the continuous fiber in the composite material plate, which greatly reduces the overall performance of the composite material bottom plate, and the bottom plate often forms stress concentration at the screw hole when carrying the load during use. Phenomenon, and gradually the formation of cracks and cracks, resulting in failure of the bottom plate; at the same time, the nail holding force of the FRP bottom plate is poor, and it is easy to form the nail-off phenomenon under the action of high-frequency fatigue load, which cannot achieve the function of fixing the bottom plate.
为了解决上述扩孔和脱钉问题,有些结构中以纤维增强复合材料(FRP)板为主承载底板,相邻两主承载底板以一定的间隔设置,以其他材质制备的板间固定件为固定装置安装于相邻两主承载底板之间的间隔位置,所有螺钉均通过板间固定件将FRP底板与基架进行固定。该方式有效避免了螺钉对FRP底板的损伤和FRP底板握钉力较差的问题,为FRP底板的固定提供了一种新的思路。板间固定件一般由木质材料(包括实木集成材复合板、木质胶合板、竹木复合胶合板、定向结构板(OSB板)与木质/竹木单板的复合板等)、塑料或复合材料制备而成,但是,板间固定件作为承载结构的一部分需要承受高频次的载荷作用,尤其是作为相对独立的板间固定件,其强度要求等同于FRP底板的强度,因此,该板间固定件制作成本较高,密度较大(至少要超过750Kg/m3),难以达到减重的目的。In order to solve the above problems of reaming and unpinning, in some structures, the fiber reinforced composite material (FRP) board is mainly used as the bearing bottom board, and the adjacent two main bearing bottom boards are arranged at a certain interval, and the inter-board fixing parts prepared by other materials are fixed. The device is installed at an interval between two adjacent main bearing bottom plates, and all the screws fix the FRP bottom plate and the base frame through the inter-board fixing members. This method effectively avoids the damage of the screw to the FRP bottom plate and the poor nail holding force of the FRP bottom plate, and provides a new idea for the fixing of the FRP bottom plate. The interplate fixing parts are generally prepared from wood materials (including solid wood composite board, wood plywood, bamboo-wood composite plywood, oriented structural board (OSB board) and wood/bamboo veneer composite board, etc.), plastic or composite material. However, the inter-board fixtures are required to withstand high-frequency loads as part of the load-bearing structure, especially as relatively independent inter-board fixtures, the strength requirements of which are equivalent to the strength of the FRP backplane, therefore, the inter-board fixtures The production cost is higher and the density is higher (at least more than 750Kg/m 3 ), and it is difficult to achieve the purpose of weight reduction.
发明内容Summary of the invention
本发明的目的在于提供一种底板构件,以解决现有的FRP底板难以有效固定的问题。It is an object of the present invention to provide a floor member to solve the problem that the existing FRP bottom plate is difficult to be effectively fixed.
为解决上述技术问题,本发明采用如下技术方案:一种底板构件,包括至少两底板单元和至少一凹槽固定件;底板单元为由纤维增强聚合物基复合材料制成的一体结构,各 底板单元横向拼接;所述底板单元包括底板单元主体和从底板单元主体底部两侧横向延伸出来的脚板;相邻两底板单元的脚板相抵触,并与两底板单元主体的侧面围合形成一容置槽;所述凹槽固定件由木质材料、塑料、金属材料、热塑性复合材料的一种或多种制成;所述凹槽固定件安装于所述容置槽内以固定相邻两底板单元,且凹槽固定件与所述容置槽的内壁贴合,凹槽固定件的上表面不低于所述底板单元主体的上表面。In order to solve the above technical problem, the present invention adopts the following technical solution: a bottom plate member comprising at least two bottom plate units and at least one groove fixing member; the bottom plate unit is an integral structure made of a fiber reinforced polymer matrix composite material, each The bottom plate unit is horizontally spliced; the bottom plate unit comprises a bottom plate unit main body and a leg plate extending laterally from the bottom sides of the bottom plate unit main body; the foot plates of the adjacent two bottom plate units are in contact with each other, and are enclosed with the side surfaces of the two bottom plate unit main bodies to form a capacity The groove fixing member is made of one or more of a wood material, a plastic material, a metal material, and a thermoplastic composite material; the groove fixing member is installed in the accommodating groove to fix the adjacent two bottom plates; And a groove fixing member is attached to the inner wall of the accommodating groove, and an upper surface of the groove fixing member is not lower than an upper surface of the bottom plate unit main body.
优选地,所述底板构件承载于一基架上,并由螺钉穿过所述凹槽固定件和所述脚板而与基架固定;在沿所述底板单元拼接方向上,所述螺钉在每一所述凹槽固定件上设置有1~3排。Preferably, the bottom plate member is carried on a base frame and is fixed to the base frame by screws passing through the groove fixing member and the foot plate; in the direction of splicing along the bottom plate unit, the screws are in each One of the groove fixing members is provided with 1 to 3 rows.
优选地,所述螺钉的排布密度为16~20个/㎡。Preferably, the screw has an arrangement density of 16 to 20/m2.
优选地,所述凹槽固定件的两侧凸设有密封件,并通过该密封件与所述容置槽内壁紧密配合。Preferably, a sealing member is protruded from both sides of the groove fixing member, and the sealing member is closely matched with the inner wall of the receiving groove.
优选地,所述密封件一体成型于所述凹槽固定件上,所述密封件呈图钉帽状,使得所述凹槽固定件与所述容置槽过盈配合。Preferably, the sealing member is integrally formed on the groove fixing member, and the sealing member has a pusher cap shape, so that the groove fixing member is in an interference fit with the receiving groove.
优选地,所述密封件为密封胶条,所述凹槽固定件的两侧开设有条状凹槽,所述密封胶条放置于所述凹槽中,并通过该密封胶条的弹性使得凹槽固定件与所述容置槽内壁紧密配合。Preferably, the sealing member is a sealing strip, and two sides of the groove fixing member are provided with strip-shaped grooves, and the sealing strip is placed in the groove, and the elasticity of the sealing strip is made The groove fixing member is in close cooperation with the inner wall of the accommodating groove.
优选地,所述密封胶条为硫化橡胶类密封胶条、硅橡胶密封胶条、氯丁胶密封胶条、热塑性弹性体类密封胶条、TPV密封胶条或PVC密封胶条。Preferably, the sealing strip is a vulcanized rubber type sealing strip, a silicone rubber sealing strip, a neoprene sealing strip, a thermoplastic elastomer type sealing strip, a TPV sealing strip or a PVC sealing strip.
优选地,所述密封件为海绵胶条,粘接于所述凹槽固定件的两侧面。Preferably, the sealing member is a sponge strip bonded to both sides of the groove fixing member.
优选地,所述海绵胶条包括EVA或PE泡棉基材和涂覆于基材上的热熔型压敏胶。Preferably, the sponge strip comprises an EVA or PE foam substrate and a hot melt pressure sensitive adhesive applied to the substrate.
优选地,所述密封件为聚氨酯、聚氨酯(脲)或聚脲材料,喷涂于所述凹槽固定件的两侧面,通过所述密封件的弹性使得凹槽固定件与所述容置槽内壁紧密配合。Preferably, the sealing member is a polyurethane, polyurethane (urea) or polyurea material sprayed on both sides of the groove fixing member, and the groove fixing member and the inner wall of the receiving groove are made by the elasticity of the sealing member work close with.
优选地,所述凹槽固定件的上表面与所述底板单元主体的上表面的高度之差为0~1mm。Preferably, the difference between the height of the upper surface of the groove fixing member and the upper surface of the bottom plate unit main body is 0 to 1 mm.
优选地,所述凹槽固定件的上表面超出所述底板单元主体的上表面的高度为0.5mm。Preferably, the height of the upper surface of the groove fixing member beyond the upper surface of the bottom plate unit main body is 0.5 mm.
优选地,所述底板单元主体的外侧面相对于竖直面的倾斜角度为0°~15°,倾斜方向为由上而下渐向外倾斜;所述凹槽固定件的两侧面具有与所述底板单元主体外侧面相适配的倾斜角度。Preferably, the outer side surface of the bottom plate unit body has an inclination angle of 0° to 15° with respect to the vertical surface, and the inclination direction is inclined outward from the top to the bottom; the two sides of the groove fixing member have the same The angle of inclination of the outer side of the bottom plate unit body.
优选地,所述底板单元主体的外侧面相对于竖直面的倾斜角度为0°~8°。Preferably, the angle of inclination of the outer side surface of the bottom plate unit body with respect to the vertical surface is 0° to 8°.
优选地,所述底板单元主体包括至少一承载部,所述承载部包括面板和由该面板底部向下延伸出的多个腹板;所述底板构件还包括端部填充件,所述端部填充件填充于底板单元主体纵向的两端部,并位于所述承载部的相邻两腹板之间。Preferably, the bottom plate unit body comprises at least one carrying portion, the carrying portion comprises a panel and a plurality of webs extending downward from the bottom of the panel; the bottom plate member further comprises an end filling member, the end portion The filler member is filled in both longitudinal ends of the bottom plate unit main body and is located between adjacent two webs of the carrying portion.
优选地,所述端部填充件在所述底板单元的两端部沿所述底板单元主体的长度方向间隔设置。 Preferably, the end fillers are spaced apart at both ends of the bottom plate unit along a length direction of the bottom plate unit body.
优选地,所述端部填充件的长度为20mm~50mm,相邻两端部填充件之间的间隔为100mm~400mm;端部填充件分布于距离所述底板单元主体端面3m以内的区域。Preferably, the end filler has a length of 20 mm to 50 mm, and an interval between adjacent end portions of the filler is 100 mm to 400 mm; and the end filler is distributed in a region within 3 m from the end surface of the bottom plate unit main body.
优选地,所述端部填充件沿所述底板单元主体的长度方向连续填充于距离底板单元主体端面3m以内的区域。Preferably, the end filler is continuously filled in a region within 3 m from the end surface of the bottom plate unit main body along the longitudinal direction of the bottom plate unit main body.
由上述技术方案可知,本发明的优点和积极效果在于:本发明采用承载结构与固定结构相分离的形式,充分发挥各材质的特性,既满足对复合材料底板的有效固定,又避免了因螺钉固定对FRP底板的损伤,保证了底板构件的整体强度和承载性能。本发明的底板构件中,凹槽固定件仅提供支撑固定和载荷传递作用,底板的载荷均由底板单元承受,因此对凹槽固定件的力学性能要求不高,规避了固定件的性能问题对该底板构件整体承载能力的影响。It can be seen from the above technical solutions that the advantages and positive effects of the present invention are that the present invention adopts a form in which the load-bearing structure is separated from the fixed structure, and the characteristics of each material are fully utilized, thereby satisfying the effective fixing of the composite material base plate and avoiding the screw. The damage to the FRP bottom plate is fixed to ensure the overall strength and load bearing performance of the bottom plate member. In the bottom plate member of the present invention, the groove fixing member only provides support fixing and load transfer, and the load of the bottom plate is received by the bottom plate unit, so the mechanical performance of the groove fixing member is not high, and the performance problem of the fixing member is avoided. The overall bearing capacity of the floor member is affected.
附图说明DRAWINGS
图1是本发明底板构件第一实施例的结构示意图。BRIEF DESCRIPTION OF THE DRAWINGS Figure 1 is a schematic view showing the structure of a first embodiment of a floor member of the present invention.
图2是本发明图1中N处局部放大图。Figure 2 is a partial enlarged view of the portion N of Figure 1 of the present invention.
图3是本发明底板构件第一实施例中凹槽固定件的另一种密封结构示意图。Figure 3 is a schematic view showing another sealing structure of the groove fixing member in the first embodiment of the floor member of the present invention.
图4是本发明底板构件第一实施例中凹槽固定件的第三种密封结构示意图。Fig. 4 is a view showing a third sealing structure of the groove fixing member in the first embodiment of the floor member of the present invention.
图5是本发明底板构件第一实施例中底板单元的结构示意图。Figure 5 is a schematic view showing the structure of the bottom plate unit in the first embodiment of the floor member of the present invention.
图6是本发明底板构件第一实施例的背面结构示意图。Figure 6 is a schematic view showing the structure of the back side of the first embodiment of the floor member of the present invention.
图7是本发明底板构件第二实施例中底板单元的结构示意图。Figure 7 is a schematic view showing the structure of a bottom plate unit in a second embodiment of the floor member of the present invention.
图8是本发明底板构件第三实施例中底板单元的结构示意图。Figure 8 is a schematic view showing the structure of a bottom plate unit in a third embodiment of the floor member of the present invention.
图9是本发明底板构件第四实施例中底板单元的结构示意图。Figure 9 is a schematic view showing the structure of a bottom plate unit in a fourth embodiment of the floor member of the present invention.
图10是本发明底板构件第五实施例中底板单元与腔体填充件的配合结构示意图。Figure 10 is a schematic view showing the mating structure of the bottom plate unit and the cavity filling member in the fifth embodiment of the bottom plate member of the present invention.
图11是本发明底板构件第六实施例中底板单元的结构示意图。Figure 11 is a schematic view showing the structure of a bottom plate unit in a sixth embodiment of the floor member of the present invention.
图12是本发明底板构件第七实施例中底板单元与腔体填充件的配合结构示意图。Figure 12 is a schematic view showing the mating structure of the bottom plate unit and the cavity filling member in the seventh embodiment of the bottom plate member of the present invention.
图13是本发明底板构件第八实施例中底板单元的结构示意图。Figure 13 is a schematic view showing the structure of a bottom plate unit in an eighth embodiment of the floor member of the present invention.
图14是本发明底板构件第九实施例中底板单元的结构示意图。Figure 14 is a schematic view showing the structure of a bottom plate unit in a ninth embodiment of the floor member of the present invention.
图15是本发明底板构件第九实施例的结构示意图。Figure 15 is a schematic view showing the structure of a ninth embodiment of the floor member of the present invention.
图16是本发明图15中P处局部放大图。Figure 16 is a partial enlarged view of a portion P in Figure 15 of the present invention.
图17是本发明底板构件第十实施例中底板单元的结构示意图。Figure 17 is a schematic view showing the structure of a bottom plate unit in a tenth embodiment of the floor member of the present invention.
附图标记说明如下:1、底板单元;11、底板单元主体;111、承载部;1111、面板;1112、侧腹板;1113、中间腹板;1114、底支撑;1114a、侧脚支撑;1114b、中间脚支撑;1114c、平板支撑;1116、空腔;112、底连接板;114、凹槽;12、脚板;14、容置槽;2、第一凹槽固定件;21、密封件;3、边部固定件;4、第二凹槽固定件;5、腔体填充件;51、填充柱体;53、上翼板;54、下翼板;55、立板;6、端部填充件。The reference numerals are as follows: 1. bottom plate unit; 11, bottom plate unit main body; 111, bearing portion; 1111, panel; 1112, side web; 1113, intermediate web; 1114, bottom support; 1114a, side foot support; , intermediate support; 1114c, plate support; 1116, cavity; 112, bottom connection plate; 114, groove; 12, foot plate; 14, receiving groove; 2, first groove fixing member; 3, the edge fixing member; 4, the second groove fixing member; 5, the cavity filling member; 51, the filling cylinder; 53, the upper wing; 54, the lower wing; 55, the vertical plate; 6, the end Filler.
具体实施方式 detailed description
体现本发明特征与优点的典型实施方式将在以下的说明中详细叙述。应理解的是本发明能够在不同的实施方式上具有各种的变化,其皆不脱离本发明的范围,且其中的说明及图示在本质上是当作说明之用,而非用以限制本发明。Exemplary embodiments embodying the features and advantages of the present invention will be described in detail in the following description. It is to be understood that the invention is capable of various modifications in the various embodiments and this invention.
本发明的底板构件可应用于各类集装箱、车辆、船舶、能源化工和海工等领域。该底板构件主要由横向拼接的多个底板单元和用以固定相邻两底板单元的第一凹槽固定件构成,所述的“横向”为底板单元的宽度方向。The floor member of the invention can be applied to various fields such as containers, vehicles, ships, energy chemicals and offshore industries. The bottom plate member is mainly composed of a plurality of bottom plate units which are laterally joined and a first groove fixing member for fixing adjacent two bottom plate units, and the "lateral direction" is the width direction of the bottom plate unit.
底板单元为由纤维增强聚合物基复合材料制成的一体结构,充分利用复合材料高强度、低模量的特质;底板单元表面可以通过喷涂聚氨酯、聚氨酯(脲)或聚脲等材料实现耐磨、防滑、抗冲击、抗污染、防潮、耐酸碱之功用。底板单元的纤维增强聚合物基复合材料是以高强高模的纤维为增强体、以树脂为基体制备。增强体可为玻璃纤维、碳纤维、芳纶纤维、其他天然纤维中的一种或几种,基体可为不饱和聚酯树脂、乙烯基树脂、环氧树脂、聚氨酯中的一种或几种高分子材料。The bottom plate unit is a one-piece structure made of fiber reinforced polymer matrix composite material, which fully utilizes the high strength and low modulus characteristics of the composite material; the surface of the bottom plate unit can be wear-resistant by spraying materials such as polyurethane, polyurethane (urea) or polyurea. , anti-slip, anti-impact, anti-pollution, moisture-proof, acid and alkali resistance. The fiber reinforced polymer matrix composite material of the bottom plate unit is prepared by using a high strength and high modulus fiber as a reinforcement and a resin as a matrix. The reinforcement may be one or more of glass fiber, carbon fiber, aramid fiber, and other natural fibers, and the matrix may be one or more of unsaturated polyester resin, vinyl resin, epoxy resin, and polyurethane. Molecular material.
第一凹槽固定件由木质材料(包括实木集底板、竹木复合板、定向结构OSB(Oriented Strandboard)板与人工林木质单板的复合板、特殊胶合板等)、塑料、金属材料、热塑性复合材料的一种或多种制成,第一凹槽固定件表面可采用水性环保漆或涂覆聚氨酯、聚氨酯(脲)或聚脲进行处理。The first groove fixing member is made of wood material (including solid wood floor, bamboo and wood composite board, OSB (Oriented Strandboard) board and composite forest wood veneer composite board, special plywood, etc.), plastic, metal material, thermoplastic composite One or more of the materials are made, and the surface of the first groove fixing member may be treated with a water-based environmentally-friendly paint or a coated polyurethane, polyurethane (urea) or polyurea.
该底板构件在使用时,各底板单元铺设于基架上,第一凹槽固定件置于底板单元之上不与基架接触,通过螺钉穿过第一凹槽固定件和底板单元而与基架连接固定,充分发挥第一凹槽固定件对螺钉的强大握钉力的优点,使得各底板单元与基架可靠地连接固定。底板构件的两端部(即长度方向上的两端)与基架之间如具有空腔,还可通过由木质材料、塑料、金属材料或复合材料制备的端部填充件进行填充。底板构件的两侧部也可通过边部固定件与基架连接固定,边部固定件可采用木质材料、塑料或复合材料等制备。When the bottom plate member is in use, each bottom plate unit is laid on the base frame, and the first groove fixing member is placed on the bottom plate unit without contacting the base frame, and the first groove fixing member and the bottom plate unit are passed through the screw The frame is fixedly connected, and the advantages of the strong holding force of the first groove fixing member to the screw are fully utilized, so that the bottom plate unit and the base frame are reliably connected and fixed. Both end portions of the bottom plate member (i.e., both ends in the longitudinal direction) have a cavity between the base frame and the base frame, and may be filled by an end filler made of a wood material, a plastic material, a metal material or a composite material. Both side portions of the bottom plate member may also be fixed to the base frame by the side fixing members, and the side fixing members may be prepared by using wood materials, plastics or composite materials.
基于相邻两底板单元与第一凹槽固定件的连接方式的需求,以及对底板单元的性能与成本的综合考量,底板单元可以具有多种结构。以下结合具体实施例介绍底板单元的结构形式以及底板单元的连接方式。The base unit may have various structures based on the requirements of the connection manner of the adjacent two bottom plate units and the first groove fixing member, and the comprehensive consideration of the performance and cost of the bottom plate unit. The structural form of the base unit and the connection mode of the base unit are described below in conjunction with specific embodiments.
第一实施例First embodiment
参阅图1,本实施例的底板构件由三块底板单元1横向顺序对接排布而成,在三块底板单元1之间相应地设置了两个第一凹槽固定件2,每一底板单元1的中部还各设有一第二凹槽固定件4,底板构件的两侧设有边部固定件3。Referring to FIG. 1 , the bottom plate member of the present embodiment is formed by three horizontally parallel matings of the bottom plate units 1 , and two first groove fixing members 2 are respectively disposed between the three bottom plate units 1 . A second groove fixing member 4 is further disposed in the middle portion of the first member, and side fixing members 3 are provided on both sides of the bottom plate member.
如图2所示,每一底板单元1均包括底板单元主体11和从底板单元主体11底部两侧横向延伸出来的脚板12,脚板12与底板单元主体11的侧面之间圆弧过渡连接,底板单元1整体为一体结构。相邻两底板单元1的脚板12相抵触,并与两底板单元主体11的侧面围成一容置槽14。较优地,相邻两地板单元1的脚板12等厚,以使相抵触的两脚板12的上表面平齐。 As shown in FIG. 2, each of the bottom plate units 1 includes a bottom plate unit main body 11 and a leg plate 12 extending laterally from both sides of the bottom portion of the bottom plate unit main body 11. The bottom plate 12 is arc-connected with the side surface of the bottom plate unit main body 11, and the bottom plate is connected. The unit 1 as a whole has an integral structure. The leg plates 12 of the adjacent two bottom plate units 1 are in contact with each other and form a receiving groove 14 with the side surfaces of the two bottom plate unit main bodies 11. Preferably, the leg plates 12 of the adjacent two floor units 1 are equal in thickness so that the upper surfaces of the mutually opposing leg plates 12 are flush.
第一凹槽固定件2安装于相邻两底板单元1所形成的该容置槽14内,容置槽14内在沿底板单元1的长度方向上可涂覆连续的密封胶或密封带,以便第一凹槽固定件2在容置槽14内的安装固定。在沿底板单元1的长度方向上,第一凹槽固定件2可设计为多段搭接或对接,也可以设计成通条。The first groove fixing member 2 is installed in the accommodating groove 14 formed by the two adjacent bottom plate units 1. The continuous groove or seal tape can be coated in the accommodating groove 14 along the length of the bottom plate unit 1 so that The first groove fixing member 2 is fixedly mounted in the accommodating groove 14. In the longitudinal direction of the base unit 1, the first groove fixing member 2 can be designed as a plurality of overlapping or butt joints, or can be designed as a through strip.
第一凹槽固定件2的截面形状与容置槽14的形状相适配,第一凹槽固定件2下端的两个角上设有倒角以避开容置槽14内的过渡圆弧,倒角的尺寸取决于脚板12与底板单元主体11的过渡圆弧尺寸。第一凹槽固定件2的下表面与脚板12上表面贴合,第一凹槽固定件2的两侧面与两底板单元主体11的侧面贴合,第一凹槽固定件2的上表面不低于底板单元主体11的上表面;在本实施例中,第一凹槽固定件2的上表面超出了底板单元主体11的上表面。较优地,第一凹槽固定件2的上表面与底板单元主体11的上表面的高度之差为0~1mm。在一效果较优的实施例中,这一差值为0.5mm。The cross-sectional shape of the first groove fixing member 2 is adapted to the shape of the accommodating groove 14. The two corners of the lower end of the first groove fixing member 2 are chamfered to avoid the transition arc in the accommodating groove 14. The size of the chamfer depends on the transition arc size of the foot plate 12 and the bottom plate unit main body 11. The lower surface of the first groove fixing member 2 is in contact with the upper surface of the leg plate 12. The two side surfaces of the first groove fixing member 2 are in contact with the side surfaces of the two bottom plate unit main bodies 11, and the upper surface of the first groove fixing member 2 is not It is lower than the upper surface of the bottom plate unit main body 11; in the present embodiment, the upper surface of the first groove fixing member 2 is beyond the upper surface of the bottom plate unit main body 11. Preferably, the difference between the height of the upper surface of the first groove fixing member 2 and the upper surface of the bottom plate unit main body 11 is 0 to 1 mm. In a preferred embodiment, the difference is 0.5 mm.
在图2所示的结构中,第一凹槽固定件2的两侧面设有多个呈图钉帽状的凸起结构,这些凸起结构作为密封件21,一体成型于第一凹槽固定件2上,通过这些凸起结构使得第一凹槽固定件2与容置槽14过盈配合,以起到较好的密封作用,该凸起结构一般可设计为1~3个。凸起结构在制作第一凹槽固定件2时直接一体作出,生产加工方便。In the structure shown in FIG. 2, the two sides of the first groove fixing member 2 are provided with a plurality of protruding structures in the shape of a pin-shaped cap, and the protruding structures are integrally formed as a sealing member 21 on the first groove fixing member. 2, through the convex structure, the first groove fixing member 2 and the accommodating groove 14 are interference fit to better seal the structure, and the convex structure can be generally designed to be 1-3. The protruding structure is directly made in one piece when the first groove fixing member 2 is made, and the production process is convenient.
参阅图3,在另一结构中,第一凹槽固定件2的两侧开设有条状凹槽,在条状凹槽内放置密封胶条,以密封胶条作为密封件21,通过该密封胶条的弹性使得第一凹槽固定件2与容置槽14内壁紧密配合。密封胶条可以为硫化橡胶类密封胶条、硅橡胶密封胶条、氯丁胶密封胶条、热塑性弹性体类密封胶条、TPV密封胶条或PVC密封胶条等。Referring to FIG. 3, in another structure, strip grooves are formed on both sides of the first groove fixing member 2, and a sealing strip is placed in the strip groove to seal the strip as a sealing member 21, and the sealing is passed through the sealing member. The elasticity of the strip causes the first groove fixing member 2 to closely fit with the inner wall of the accommodating groove 14. The sealing strip can be a vulcanized rubber sealing strip, a silicone rubber sealing strip, a neoprene sealing strip, a thermoplastic elastomer type sealing strip, a TPV sealing strip or a PVC sealing strip.
参阅图4,在又一种结构中,第一凹槽固定件2的两侧面设置弹性体作为密封件21,弹性体布满第一凹槽固定件2的侧面,利用弹性体的弹性与容置槽14内壁弹性接触,使得第一凹槽固定件2与容置槽14内壁紧密贴合。弹性体可以为海绵胶条,粘接于第一凹槽固定件2上,海绵胶条可采用EVA或PE泡棉基材,在基材上单面或双门涂覆热熔型压敏胶。在其他方式中,弹性体还可为喷涂于第一凹槽固定件2上的聚氨酯、聚氨酯(脲)或聚脲材料等。Referring to FIG. 4, in another structure, the two sides of the first groove fixing member 2 are provided with an elastic body as a sealing member 21, and the elastic body is covered with the side surface of the first groove fixing member 2, and the elastic body and the elastic body are utilized. The inner wall of the groove 14 is elastically contacted, so that the first groove fixing member 2 and the inner wall of the accommodating groove 14 are in close contact with each other. The elastic body may be a sponge strip bonded to the first groove fixing member 2, and the sponge strip may be an EVA or PE foam substrate, and the single-sided or double-door coated hot-melt pressure-sensitive adhesive on the substrate. . In other modes, the elastomer may also be a polyurethane, polyurethane (urea) or polyurea material or the like that is sprayed onto the first groove holder 2.
通过上述三种结构,可以使得第一凹槽固定件2与底板单元1之间具有较好的密封效果,达到防水和保护底板的基架结构不被侵蚀的作用。Through the above three structures, a better sealing effect between the first groove fixing member 2 and the bottom plate unit 1 can be achieved, and the waterproofing and protection of the base frame structure of the bottom plate can be prevented from being eroded.
结合参阅图1和图2,该底板构件铺设于基架上后,由螺钉穿过第一凹槽固定件2和脚板12而与基架固定,第一凹槽固定件2完全容置于由底板单元1对接形成的容置槽14中,第一凹槽固定件2在使用时所承受的载荷将传递至底板单元1的脚板12,并通过脚板12传递至底板单元1的底板单元主体11,即所有载荷最终将均由底板单元1承受,第一凹槽固定件2仅提供支撑固定和载荷传递作用。因此,底板单元1的该连接方式对第一凹槽固定件2的力学性能要求不高,规避了第一凹槽固定件2的性能问题对该底板构件整体承载能力的影响。第一凹槽固定件2的宽度亦即容置槽14的宽度无需特别大,控制在 30mm~150mm即可。Referring to FIG. 1 and FIG. 2, after the bottom plate member is laid on the base frame, the screw is passed through the first groove fixing member 2 and the foot plate 12 to be fixed to the base frame, and the first groove fixing member 2 is completely accommodated by the base member. In the accommodating groove 14 formed by the mating of the bottom plate unit 1, the load received by the first groove fixing member 2 during use is transmitted to the leg plate 12 of the bottom plate unit 1 and transmitted to the bottom plate unit main body 11 of the bottom plate unit 1 through the foot plate 12. That is, all loads will eventually be absorbed by the base unit 1, and the first groove holder 2 only provides support fixing and load transfer. Therefore, the connection manner of the bottom plate unit 1 does not require high mechanical properties of the first groove fixing member 2, and the performance problem of the first groove fixing member 2 is circumvented to affect the overall bearing capacity of the bottom plate member. The width of the first groove fixing member 2, that is, the width of the accommodating groove 14 need not be particularly large, and is controlled at 30mm ~ 150mm can be.
在该底板构件中,沿底板单元1拼接方向上,在每一第一凹槽固定件2上设置1~3排螺钉进行固定。较优地,第一凹槽固定件2所连接的相邻两底板单元1的脚板12上均至少穿设有一排螺钉,使得底板单元1与基架的固定更为牢靠。螺钉的排布密度较优地在16~20个/㎡,相较于传统木质底板的螺钉排布密度36~46个/㎡,在该底板构件中可降低40%~50%的螺钉使用量,不仅节约了材料和人工成本,还避免了高密度螺钉孔对基架结构造成的初始破坏。In the bottom plate member, 1 to 3 rows of screws are fixed on each of the first groove fixing members 2 in the splicing direction of the bottom plate unit 1. Preferably, at least one row of screws is disposed on the leg plates 12 of the adjacent two bottom plate units 1 to which the first groove fixing member 2 is connected, so that the fixing of the bottom plate unit 1 and the base frame is more secure. The arrangement density of the screws is preferably 16-20 pieces/m2, and the screw arrangement density is 36-46 pieces/m2 compared with the conventional wooden bottom plate, and the screw usage amount can be reduced by 40%-50% in the bottom plate member. Not only saves material and labor costs, but also avoids the initial damage caused by high-density screw holes to the pedestal structure.
边部固定件3用以将位于最外侧的底板单元1与基架侧梁连接,边部固定件3的底面与基架贴合,边部固定件3的两侧开设相应的榫口以固定底板单元1的脚板12和基架侧梁。依边部固定件3的不同宽度尺寸,可在其上设置1~4排螺钉将其与基架进行紧固。边部固定件3的材料、表面处理方式及密封结构均可以采用与第一凹槽固定件2相同的方式,此处不再详述。The edge fixing member 3 is used for connecting the bottom plate unit 1 located at the outermost side with the base frame side beam, the bottom surface of the edge fixing member 3 is attached to the base frame, and the corresponding side openings of the side fixing member 3 are fixed to fix The foot plate 12 of the base unit 1 and the base frame side beam. Depending on the width dimension of the side fasteners 3, 1 to 4 rows of screws can be provided thereon to fasten them to the base frame. The material of the edge fixing member 3, the surface treatment method and the sealing structure can all be used in the same manner as the first groove fixing member 2, and will not be described in detail herein.
第二凹槽固定件4的数量及设置位置取决于底板单元1的结构,在底板单元1具有较大宽度时,通过第二凹槽固定件4将底板单元1的中部位置与基架固定,可防止底板构件拱起,保持底板构件的平整度。第二凹槽固定件4的结构可参照第一凹槽固定件2。The number and arrangement position of the second groove fixing members 4 depend on the structure of the bottom plate unit 1, and when the bottom plate unit 1 has a large width, the middle position of the bottom plate unit 1 is fixed to the base frame by the second groove fixing member 4, The bottom plate member can be prevented from arching and the flatness of the bottom plate member can be maintained. The structure of the second groove fixing member 4 can be referred to the first groove fixing member 2.
如图5所示,本实施例中,每一底板单元1的底板单元主体11包括两个横向排布的承载部111,每一承载部111均包括面板1111、由该面板1111底部向下延伸出的多个腹板,以及设置于腹板下端的底支撑1114。腹板包括位于该面板1111两侧的两个侧腹板1112及位于中间的中间腹板1113;底支撑1114为脚支撑,脚支撑包括多个侧脚支撑1114a和多个中间脚支撑1114b;侧脚支撑1114a的数量与侧腹板1112数量相同,侧脚支撑1114a由侧腹板1112底部向内水平延伸而成;中间脚支撑1114b的数量与中间腹板1113的数量相同,中间脚支撑1114b由中间腹板1113的底部边缘向两侧水平延伸而出。As shown in FIG. 5, in the embodiment, the bottom plate unit main body 11 of each bottom plate unit 1 includes two laterally arranged carrying portions 111, each of which includes a panel 1111 and extends downward from the bottom of the panel 1111. A plurality of webs are provided, and a bottom support 1114 is disposed at the lower end of the web. The web includes two side webs 1112 on both sides of the panel 1111 and an intermediate web 1113 in the middle; the bottom support 1114 is a foot support, and the foot support includes a plurality of side leg supports 1114a and a plurality of intermediate leg supports 1114b; The number of foot supports 1114a is the same as the number of side webs 1112, and the side leg supports 1114a are formed horizontally inwardly from the bottom of the side webs 1112; the number of intermediate leg supports 1114b is the same as the number of intermediate webs 1113, and the intermediate foot supports 1114b are The bottom edge of the intermediate web 1113 extends horizontally to both sides.
对于该承载部111而言,其面板1111为承压结构,各腹板提供强大的剪切强度和压缩强度,底支撑1114提供强大的抗拉强度,不仅最大限度发挥复合材料的力学性能,还可有效降低底板单元1的总体密度和材料成本。For the bearing portion 111, the panel 1111 is a pressure-bearing structure, each web provides strong shear strength and compressive strength, and the bottom support 1114 provides strong tensile strength, not only maximizing the mechanical properties of the composite material, but also The overall density and material cost of the base unit 1 can be effectively reduced.
两承载部111的一侧腹板1112底端通过一底连接板112一体相连,从而在底连接板112和相邻承载部111的侧腹板1112之间围成一凹槽114。第二凹槽固定件4即放置于该凹槽114内,可通过螺钉穿过该第二凹槽固定件4、底连接板112与基架固定连接。The bottom ends of the one side webs 1112 of the two load-bearing portions 111 are integrally connected by a bottom connecting plate 112, thereby enclosing a groove 114 between the bottom connecting plate 112 and the side webs 1112 of the adjacent carrying portions 111. The second groove fixing member 4 is placed in the groove 114 and can be fixedly connected to the base frame through the second groove fixing member 4 and the bottom connecting plate 112 by screws.
依该底板单元主体11中两承载部111之间连接方式进行扩充,底板单元主体11还可包括三个或更多的承载部111,使得多个承载部111构成一个整体,不仅提高底板单元1的整体强度,还有效提高了生产效率。每一底板单元1上凹槽114的数量控制在1~5个,即每一底板单元1上承载部111数量为2~6个,凹槽114的宽度在30mm~150mm之间。相应地,与凹槽114相适配的第二凹槽固定件4的宽度即为30mm~150mm。According to the connection between the two bearing portions 111 in the bottom plate unit main body 11, the bottom plate unit main body 11 may further include three or more carrying portions 111, so that the plurality of carrying portions 111 constitute a whole, not only the bottom plate unit 1 is improved. The overall strength also effectively increases production efficiency. The number of the grooves 114 on each of the bottom plate units 1 is controlled to be 1 to 5, that is, the number of the carrying portions 111 on each of the bottom plate units 1 is 2 to 6, and the width of the grooves 114 is between 30 mm and 150 mm. Correspondingly, the width of the second groove fixing member 4 adapted to the groove 114 is 30 mm to 150 mm.
凹槽114的尺寸与由相邻两底板单元1形成的容置槽14的尺寸可以相同,相应地, 第一凹槽固定件2和第二凹槽固定件4的尺寸一样,可以形成标准件,便于制作和安装。The size of the groove 114 may be the same as the size of the accommodating groove 14 formed by the adjacent two bottom plate units 1, and accordingly, The first groove fixing member 2 and the second groove fixing member 4 are the same in size, and can form a standard member for easy fabrication and installation.
底板单元1的脚板12由底板单元主体11最外侧的两侧腹板1112底部分别向外水平延伸而成,脚板12的下表面、底支撑1114的下表面及底连接板112的下表面平齐。The leg plate 12 of the bottom plate unit 1 is horizontally extended outward from the bottom portions of the outermost side webs 1112 of the bottom plate unit main body 11, and the lower surface of the leg plate 12, the lower surface of the bottom support 1114, and the lower surface of the bottom connecting plate 112 are flush. .
依底板单元1应用领域或承载要求的不同,可调节腹板的个数、间距或型材的总体厚度来满足尺寸和强度的要求。腹板的总数量依承载部111的宽度可设置为3~20个,相邻两腹板之间的间隔可为30mm~100mm不等,型材总厚度可为10mm~70mm不等。Depending on the application area or load bearing requirements of the floor unit 1, the number of webs, the spacing or the overall thickness of the profile can be adjusted to meet the size and strength requirements. The total number of the webs may be set to 3 to 20 depending on the width of the carrying portion 111, the interval between adjacent webs may be 30 mm to 100 mm, and the total thickness of the profiles may be 10 mm to 70 mm.
根据对底板单元1的有限元分析,在整体厚度不变的条件下,通过降低面板厚度可以达到减重的目的,其性能影响在3%以内;通过增加整体厚度、增加脚板的宽度和/或厚度、增加腹板的厚度均可以提高承载能力。经过综合分析,底板单元1各部分参数在以下范围时,可在满足承载性能的条件下达到最大的减重效果。According to the finite element analysis of the bottom plate unit 1, under the condition that the overall thickness is constant, the weight reduction can be achieved by reducing the thickness of the panel, and the performance impact is within 3%; by increasing the overall thickness, increasing the width of the foot plate and/or The thickness and the thickness of the web can increase the load carrying capacity. After comprehensive analysis, when the parameters of each part of the base unit 1 are in the following range, the maximum weight reduction effect can be achieved under the condition that the bearing performance is satisfied.
每一承载部111的面板1111厚度A为3mm~8mm;侧腹板1112和中间腹板1113的厚度B为4mm~7mm;脚支撑的宽度C为10mm~30mm,脚支撑的厚度D为4mm~6mm;脚板12的厚度G为3mm~7mm,所述脚板12的宽度E为15mm~40mm。通过这些尺寸的特殊设计,使得各承载部111可在较低的成本下获得较高的承载性能。另外,由于本发明的底板单元1在安装时,需通过第一凹槽固定件2或第二凹槽固定件4与基架固定,为满足对底板单元1的有效固定,本发明的底板单元1每一承载部111的面板1111宽度F较优的尺寸范围为50mm~450mm。The thickness 11 of the panel 1111 of each of the bearing portions 111 is 3 mm to 8 mm; the thickness B of the side webs 1112 and the intermediate webs 1113 is 4 mm to 7 mm; the width C of the foot supports is 10 mm to 30 mm, and the thickness D of the foot supports is 4 mm. 6 mm; the thickness G of the leg plate 12 is 3 mm to 7 mm, and the width E of the leg plate 12 is 15 mm to 40 mm. Through the special design of these dimensions, each carrier portion 111 can achieve higher load bearing performance at a lower cost. In addition, since the bottom plate unit 1 of the present invention is fixed to the base frame by the first groove fixing member 2 or the second groove fixing member 4 during installation, the bottom plate unit of the present invention is provided to satisfy the effective fixing of the bottom plate unit 1. 1 The width F of the panel 1111 of each of the carrying portions 111 is preferably in the range of 50 mm to 450 mm.
基于成本和性能的综合考量,承载部111各部分的最优尺寸依次为:承载部111的面板1111宽度F为200mm~300mm,面板1111厚度A为4mm~5mm;侧腹板1112和中间腹板1113的厚度B为4mm~6mm;脚支撑的宽度C为15mm~25mm,脚支撑的厚度D为4.5mm~5mm;脚板12的厚度G为3mm~5mm,所述脚板12的宽度E为15mm~28mm。Based on the comprehensive consideration of cost and performance, the optimal dimensions of each part of the bearing portion 111 are: the width F of the panel 1111 of the bearing portion 111 is 200 mm to 300 mm, the thickness A of the panel 1111 is 4 mm to 5 mm, the side web 1112 and the intermediate web. The thickness B of 1113 is 4 mm to 6 mm; the width C of the foot support is 15 mm to 25 mm, the thickness D of the foot support is 4.5 mm to 5 mm; the thickness G of the leg plate 12 is 3 mm to 5 mm, and the width E of the leg plate 12 is 15 mm. 28mm.
根据上述底板单元1各部分的优选参数范围,本发明对几个典型参数的结构进行了有限元分析及相关的结构测试,各结构的参数如下表所示。According to the preferred parameter range of each part of the above-mentioned bottom plate unit 1, the present invention performs finite element analysis and related structural tests on the structures of several typical parameters, and the parameters of each structure are shown in the following table.
Figure PCTCN2015095082-appb-000001
Figure PCTCN2015095082-appb-000001
对上述结构进行有限元分析和检测结果如下表所示,其中,有限元分析计算结果中的加载条件为:施加载荷65KN,支撑跨距310mm。 The finite element analysis and test results of the above structure are shown in the following table, wherein the loading conditions in the finite element analysis calculation result are: application load 65KN, support span 310 mm.
Figure PCTCN2015095082-appb-000002
Figure PCTCN2015095082-appb-000002
以上结构一至结构六的有限元分析结构以及实际检测结果均满足使用要求,且在满足承载性能的条件下取得了较好的减重效果。以上从结构一至结构六,大致呈效果渐好的趋势。The finite element analysis structure of the above structure 1 to structure 6 and the actual test results satisfy the requirements of use, and a good weight reduction effect is obtained under the condition of satisfying the bearing performance. From the first structure to the sixth structure, the trend is gradually getting better.
参阅图6,由于承载部111的相邻两腹板之间具有空腔,底板构件靠近端部位置受到多频次疲劳应力时易造成底板构件的损伤,本实施例中较优地对靠近端部的空腔位置设置有端部填充件6以增强底板构件的耐疲劳性能。端部填充件6沿底板单元主体11的长度方向间隔填充于底板单元主体11纵向的两端部,填充范围大致在距离底板单元主体11端面3m以内,即端部填充件6间隔分布于距离底板单元主体11端面3m以内的区域。端部填充件6的截面依底板单元主体11内空腔截面而定,本实施例中,端部填充件6填充于承载部111的相邻两腹板之间。端部填充件6的长度为20mm~50mm,端部填充件6的位置对应基架上的底横梁,相邻两端部填充件6之间的间隔根据基架上底横梁之间的间隔而定,大致在100mm~400mm。底板构件铺设于基架上后,端部填充件6即位于基架的底横梁上,增加底板构件的耐疲劳性能,避免底板构件端部位置因受多频次疲劳应力而造成的损伤。端部填充件6间隔排布,可以减轻重量,降低成本。Referring to FIG. 6, since there is a cavity between the adjacent webs of the bearing portion 111, when the bottom plate member is subjected to multi-frequency fatigue stress near the end position, the bottom plate member is easily damaged. In this embodiment, the end portion is preferably close to the end portion. The cavity location is provided with an end filler 6 to enhance the fatigue resistance of the floor member. The end fillers 6 are filled at both ends in the longitudinal direction of the bottom plate unit main body 11 at intervals along the longitudinal direction of the bottom plate unit main body 11, and the filling range is substantially within 3 m from the end surface of the bottom plate unit main body 11, that is, the end filling members 6 are spaced apart from each other at a distance from the bottom plate. The area inside the end surface of the unit main body 11 is 3 m. The section of the end filler 6 depends on the cavity section in the bottom plate unit body 11. In the present embodiment, the end filler 6 is filled between the adjacent webs of the carrier portion 111. The length of the end filling member 6 is 20 mm to 50 mm, and the position of the end filling member 6 corresponds to the bottom cross member on the base frame, and the interval between the adjacent end portions of the filling members 6 is according to the interval between the upper and lower cross members of the base frame. Fixed, roughly 100mm ~ 400mm. After the bottom plate member is laid on the base frame, the end filling member 6 is located on the bottom cross member of the base frame, thereby increasing the fatigue resistance of the bottom plate member and avoiding the damage caused by the multi-frequency fatigue stress at the end position of the bottom plate member. The end fillers 6 are spaced apart to reduce weight and cost.
在另外的方式中,端部填充件6还可以是沿底板单元主体11的长度方向连续填充,端部填充件6的填充范围在距离底板单元主体11端面3m以内的区域。In another aspect, the end filler 6 may be continuously filled along the length direction of the bottom plate unit main body 11, and the filling range of the end filler 6 is within a range of 3 m from the end surface of the bottom plate unit main body 11.
第二实施例Second embodiment
本实施例与第一实施例的差别在于底板单元1的结构不同。参阅图7,本实施例的底板单元1的底板单元主体仅有一个承载部111,承载部111的结构与第一实施例中承载部111的结构相同,仍具有面板1111、侧腹板1112、中间腹板1113和底支撑1114。该底板单元1的底板单元主体上未形成凹槽,则相应地省去第一实施例中的第二凹槽固定件。The difference between this embodiment and the first embodiment is that the structure of the base unit 1 is different. Referring to FIG. 7, the bottom plate unit body of the bottom plate unit 1 of the present embodiment has only one carrying portion 111. The structure of the carrying portion 111 is the same as that of the carrying portion 111 in the first embodiment, and still has a panel 1111 and a side web 1112. Intermediate web 1113 and bottom support 1114. The groove is not formed on the bottom plate unit main body of the bottom plate unit 1, and the second groove fixing member in the first embodiment is omitted accordingly.
该底板单元1的脚板12从承载部111的两侧腹板1112底部向外延伸。以该底板单元1拼接为底板构件时,与第一实施例相同,通过相邻两底板单元1的脚板12围成容置槽,在容置槽内安装第一凹槽固定件,再通过螺钉紧固。与第一实施例相比,在拼接为同样宽 度的底板构件时,采用本实施例的底板单元1将需要更多的数量。The leg plates 12 of the base unit 1 extend outward from the bottoms of the webs 1112 on both sides of the carrier portion 111. When the bottom plate unit 1 is spliced into the bottom plate member, as in the first embodiment, the foot plate 12 of the adjacent two bottom plate units 1 encloses a receiving groove, and the first groove fixing member is installed in the receiving groove, and then the screw is passed through the screw. Fasten. Compared to the first embodiment, the stitching is the same width In the case of the floor member of the degree, the use of the floor unit 1 of the present embodiment will require a greater number.
本实施例的底板构件的其他结构可参照第一实施例,不再具体介绍。Other structures of the bottom plate member of this embodiment can be referred to the first embodiment and will not be specifically described.
第三实施例Third embodiment
本实施例与第一实施例的差别也在于底板单元1的结构不同。图8示意了本实施例中的底板单元1的结构,该底板单元1的底板单元主体11具有两个承载部111,各承载部111包括面板1111、侧腹板1112、中间腹板1113和底支撑,两承载部111的一侧腹板1112通过底连接板112连接而形成凹槽114。底板单元1的脚板12从两承载部111的另一侧腹板1112底部向外延伸。The difference between this embodiment and the first embodiment is also that the structure of the base unit 1 is different. Fig. 8 shows the structure of the base unit 1 in the present embodiment, the base unit main body 11 of the base unit 1 has two carrying portions 111, each of which includes a panel 1111, a side web 1112, an intermediate web 1113 and a bottom. Supported, the one side webs 1112 of the two load-bearing portions 111 are connected by the bottom connecting plate 112 to form the grooves 114. The foot plates 12 of the bottom plate unit 1 extend outward from the bottom of the other side web 1112 of the two load-bearing portions 111.
与第一实施例所不同的是,本实施例中,承载部111的底支撑为平板支撑1114c,平板支撑1114c、底连接板112以及两个脚板12连接为一体结构。各中间腹板1113的下端均与该平板支撑1114c连接,相比第一实施例中以脚支撑1114a、1114b作为底支撑1114的结构,本实施例中承载部111具有更好的承载性能。Different from the first embodiment, in the embodiment, the bottom support of the carrying portion 111 is a flat plate support 1114c, and the flat plate support 1114c, the bottom connecting plate 112 and the two leg plates 12 are connected in a unitary structure. The lower end of each intermediate web 1113 is connected to the flat plate support 1114c. Compared with the first embodiment, the foot support 1114a, 1114b is used as the bottom support 1114. In this embodiment, the bearing portion 111 has better bearing performance.
平板支撑1114c的厚度较优地为4mm~6mm,最优尺寸为4.5mm~5mm。承载部111的其他尺寸参数可参照第一实施例。The thickness of the flat plate support 1114c is preferably 4 mm to 6 mm, and the optimum size is 4.5 mm to 5 mm. Other dimensional parameters of the carrying portion 111 can be referred to the first embodiment.
第四实施例Fourth embodiment
参阅图9,本实施例与第三实施例的差别在于:本实施例底板单元1的底板单元主体仅具有一个承载部111,承载部111的结构与第三实施例相同。Referring to FIG. 9, the difference between the present embodiment and the third embodiment is that the bottom plate unit body of the bottom plate unit 1 of the present embodiment has only one carrying portion 111, and the structure of the carrying portion 111 is the same as that of the third embodiment.
本实施例中,底板单元1的脚板12与底板单元主体的连接关系与第二实施例相同;相应地,由多个底板单元及第一凹槽固定件构成底板构件的组合方式也与第二实施例相同。In this embodiment, the connection relationship between the leg plate 12 of the bottom plate unit 1 and the bottom plate unit main body is the same as that of the second embodiment; accordingly, the combination of the plurality of bottom plate units and the first groove fixing member to form the bottom plate member is also the second The examples are the same.
第五实施例Fifth embodiment
参阅图10,本实施例与第四实施例的差别在于:本实施例中底板单元1的承载部111未设置中间腹板,承载部111的面板1111、两个侧腹板1112以及平板支撑1114c围合形成一截面呈口字形的空腔1116,脚板12从两个侧腹板1112底部向外延伸,并与平板支撑1114c连接为一体结构。空腔1116的高度可为5mm~60mm,空腔1116的宽度可为50mm~450mm。Referring to FIG. 10, the difference between this embodiment and the fourth embodiment is that the carrying portion 111 of the bottom plate unit 1 in this embodiment is not provided with an intermediate web, the panel 1111 of the carrying portion 111, the two side webs 1112, and the flat plate support 1114c. The cavity is formed into a cavity 1116 having a cross-sectional shape, and the leg plate 12 extends outward from the bottom of the two side webs 1112 and is connected to the flat plate support 1114c as a unitary structure. The height of the cavity 1116 may be 5 mm to 60 mm, and the width of the cavity 1116 may be 50 mm to 450 mm.
本实施例的底板构件还包括腔体填充件5,腔体填充件5适配地安装于承载部111的空腔1116内,以提供强大的支撑和剪切强度,增强底板构件的抗压强度和耐疲劳性能,提升底板构件的承载性能。腔体填充件5可由为木质材料、塑料、金属材料或复合材料中的一种或多种制备而成,其中,木质材料包括木质胶合板、实木集成材复合板、竹木复合地板、定向结构板(OSB板,Oriented Strandboard)与木质/竹木单板的复合板等。该腔体填充件5的长度尺寸根据使用材质和加工的难易程度设计为1m~10m不等,并与底板构件的长度相适配。腔体填充件5的截面可根据强度需要而设计,腔体填充件5可为中空构件或实体构件。 The bottom plate member of the present embodiment further includes a cavity filler 5 that is adaptively mounted in the cavity 1116 of the carrier portion 111 to provide strong support and shear strength to enhance the compressive strength of the floor member And fatigue resistance, improve the bearing capacity of the floor member. The cavity filling member 5 may be prepared by one or more of wood material, plastic, metal material or composite material, wherein the wood material comprises wood plywood, solid wood composite material composite board, bamboo wood composite floor, oriented structural board (OSB board, Oriented Strandboard) and composite board of wood/bamboo veneer. The length dimension of the cavity filler 5 is designed to be 1 m to 10 m depending on the material used and the ease of processing, and is adapted to the length of the bottom plate member. The cross section of the cavity filler 5 can be designed according to the strength requirements, and the cavity filler 5 can be a hollow member or a solid member.
本实施例中,腔体填充件5具有三个纵梁51以及横向连接在纵梁51之间的横梁(图中未示出),各纵梁51在空腔1116内沿承载部111的宽度方向间隔设置。纵梁51和横梁均可为空心梁或实心梁,本实施例中,纵梁51为实心梁,其截面呈矩形,上下表面分别与面板1111、平板支撑1114c相接触。各纵梁51通过横梁连接在一起,方便腔体填充件5向空腔1116内安装。较优地,横梁分别连接在各纵梁51的两端部,且横梁的两端部与承载部111的两侧腹板相抵触,便于腔体填充件5在空腔1116的定位。本实施例的腔体填充件5较优地采用木质材料制成,加工方便,成本低,同时也可具有较好的性能。In the present embodiment, the cavity filler 5 has three longitudinal beams 51 and a transverse beam (not shown) laterally connected between the longitudinal beams 51. The longitudinal beams 51 are along the width of the bearing portion 111 in the cavity 1116. Direction interval setting. Both the longitudinal beam 51 and the beam can be hollow beams or solid beams. In the present embodiment, the longitudinal beam 51 is a solid beam having a rectangular cross section, and the upper and lower surfaces are in contact with the panel 1111 and the plate support 1114c, respectively. Each of the stringers 51 is joined together by a beam to facilitate installation of the cavity filler 5 into the cavity 1116. Preferably, the beams are respectively connected to both end portions of each of the longitudinal beams 51, and both ends of the beam interfere with the webs on both sides of the bearing portion 111 to facilitate positioning of the cavity filler 5 in the cavity 1116. The cavity filling member 5 of the embodiment is preferably made of a wooden material, has convenient processing, low cost, and can also have better performance.
与第一实施例至第四实施例的结构相比,本实施例的底板单元1结构更为简单,加工成型方便;通过腔体填充件5替代中间腹板,同样可获得较好的支撑效果和剪切强度。腔体填充件5可采用边角材料或廉价材料制作,成本更低。Compared with the structures of the first embodiment to the fourth embodiment, the bottom plate unit 1 of the present embodiment has a simpler structure and is convenient for processing and forming; and the intermediate filler plate is replaced by the cavity filling member 5, and a better supporting effect can also be obtained. And shear strength. The cavity filler 5 can be made of a corner material or an inexpensive material at a lower cost.
第六实施例Sixth embodiment
参阅图11,本实施例与第五实施例的差别在于:本实施例中,底板单元1的底板单元主体11具有两个承载部111,每一承载部111的面板1111、侧腹板1112和平板支撑1114c均围合形成一截面呈口字形的空腔1116。Referring to FIG. 11, the difference between this embodiment and the fifth embodiment is that, in this embodiment, the bottom plate unit main body 11 of the bottom plate unit 1 has two carrying portions 111, a panel 1111 of each carrying portion 111, a side web 1112, and The plate supports 1114c are each enclosed to form a cavity 1116 having a cross-sectional shape.
由该底板单元1组成底板构件时,需在两个承载部111的空腔1116内均设置腔体填充件(图11中未示出),腔体填充件的结构及设置方式可参照第五实施例。When the bottom plate unit 1 is composed of the bottom plate member, a cavity filler (not shown in FIG. 11) is disposed in the cavity 1116 of the two bearing portions 111. The structure and arrangement of the cavity filler can be referred to the fifth. Example.
两承载部111之间的连接方式以及脚板12与承载部111的连接方式可参照第三实施例,相应地,由多个底板单元1及第一凹槽固定件构成底板构件的组合方式亦可参照第三实施例。For the connection between the two supporting portions 111 and the manner of connecting the leg plate 12 and the supporting portion 111, refer to the third embodiment. Accordingly, the combination of the plurality of the bottom plate units 1 and the first groove fixing member may also be combined. Reference is made to the third embodiment.
第七实施例Seventh embodiment
参阅图12,本实施例与第五实施例的差别在于:本实施例中,底板单元1的承载部111未设置平板支撑,而是从两个侧腹板1112底部向内水平延伸形成了两个侧脚支撑1114a,两侧脚支撑1114a之间具有间隔。承载部111的面板1111、两个侧腹板1112及两个侧脚支撑1114a围成一底部开口的空腔1116,脚板12从两个侧腹板1112底部向外延伸。Referring to FIG. 12, the difference between this embodiment and the fifth embodiment is that, in this embodiment, the carrying portion 111 of the bottom plate unit 1 is not provided with a flat plate support, but extends horizontally inward from the bottom of the two side webs 1112 to form two One side foot support 1114a has a space between the two side foot supports 1114a. The panel 1111 of the carrying portion 111, the two side webs 1112 and the two side leg supports 1114a enclose a cavity 1116 that is open at the bottom, and the foot plate 12 extends outwardly from the bottom of the two side webs 1112.
本实施例中同样在空腔1116内设置有腔体填充件5,以提供支撑和剪切强度。腔体填充件5支撑于面板1111下表面,腔体填充件5的下表面与脚板12下表面平齐。A cavity filler 5 is also provided in the cavity 1116 in this embodiment to provide support and shear strength. The cavity filling member 5 is supported on the lower surface of the panel 1111, and the lower surface of the cavity filling member 5 is flush with the lower surface of the leg plate 12.
本实施例的腔体填充件5为工字型支撑梁,包括上翼板53、下翼板54和连接在上、下翼板53、54之间的立板55,其上翼板53支撑面板1111下表面,上翼板53的延伸尺寸即上翼板53的宽度较优地为15mm~150mm,以均匀传递面板1111载荷。为避免上翼板53与面板1111下表面的硬性接触,上翼板53的顶面较优地粘接一层泡沫棉或喷涂一层弹性体。该工字型支撑梁较优地为金属或复合材料制品,最好地采用金属材质,具有更优的承载强度,工字型支撑梁可通过焊接或粘接预先设置于基架结构上。The cavity filler 5 of the present embodiment is an I-shaped support beam, and includes an upper wing plate 53, a lower wing plate 54, and a vertical plate 55 connected between the upper and lower wing plates 53, 54, and the upper wing plate 53 supports The lower surface of the panel 1111, the extension of the upper blade 53, that is, the width of the upper blade 53, is preferably 15 mm to 150 mm to uniformly transmit the load of the panel 1111. In order to avoid the hard contact between the upper wing plate 53 and the lower surface of the panel 1111, the top surface of the upper wing plate 53 is preferably bonded with a layer of foam cotton or a layer of elastomer. The I-shaped support beam is preferably made of metal or composite material, preferably made of metal material, and has better bearing strength. The I-shaped support beam can be pre-set on the base frame structure by welding or bonding.
本实施例腔体填充件5的结构也可应用于第五实施例和第六实施例中,同样,第五实 施例中腔体填充件5的结构也可应用于本实施例中。The structure of the cavity filling member 5 of this embodiment can also be applied to the fifth embodiment and the sixth embodiment. Similarly, the fifth embodiment The structure of the cavity filler 5 in the embodiment can also be applied to this embodiment.
第八实施例Eighth embodiment
参阅图13,本实施例与第七实施例的差别在于:本实施例中,底板单元1的底板单元主体11具有两个承载部111,两承载部111之间通过底连接板112连接形成凹槽114。每一承载部111均形成一底部开口的空腔1116,相应地,每一空腔1116内均设置腔体填充件(图13中未示出),具体设置方式可参照第七实施例。Referring to FIG. 13, the difference between the present embodiment and the seventh embodiment is that, in the embodiment, the bottom plate unit body 11 of the bottom plate unit 1 has two carrying portions 111, and the two carrying portions 111 are connected by a bottom connecting plate 112 to form a concave portion. Slot 114. Each of the carrying portions 111 defines a cavity 1116 having a bottom opening. Correspondingly, a cavity filling member (not shown in FIG. 13) is disposed in each of the cavities 1116. For the specific arrangement, refer to the seventh embodiment.
第九实施例Ninth embodiment
参阅图14,本实施例与第一实施例的差别在于:本实施例中,底板单元主体11的承载部111的两侧腹板1112外表面为斜面,倾斜方向为由上而下渐向外倾斜,使得承载部111的外形构成一下宽上窄的梯形,而两承载部111之间的凹槽114则为一广口的上宽下窄的梯形形状。相应地,与凹槽114适配的第二凹槽固定件4(图中未示出)亦为上宽下窄的梯形形状。Referring to FIG. 14, the difference between the present embodiment and the first embodiment is that, in this embodiment, the outer surfaces of the webs 1112 of the bearing portion 111 of the bottom plate unit main body 11 are inclined surfaces, and the oblique direction is from top to bottom. The inclination is such that the outer shape of the bearing portion 111 forms a trapezoidal shape with a narrow width and a narrow width, and the groove 114 between the two bearing portions 111 is a wide-necked upper and lower narrow trapezoidal shape. Correspondingly, the second groove fixing member 4 (not shown) adapted to the groove 114 is also a trapezoidal shape having an upper width and a lower width.
再参阅图15和图16,本实施例的底板构件中,相邻两底板单元1所形成的容置槽14即为上宽下窄的梯形形状。与此相适配地,第一凹槽固定件2的形状亦为梯形形状。Referring to FIG. 15 and FIG. 16, in the bottom plate member of the embodiment, the accommodating grooves 14 formed by the adjacent two bottom plate units 1 have a trapezoidal shape with an upper width and a lower width. In accordance with this, the shape of the first groove fixing member 2 is also trapezoidal.
通过底板单元上侧腹板外表面的倾斜设计,不仅便于凹槽固定件的安装,还使得凹槽固定件与底板单元形成自紧密配合,增加底板系统的密封性能。The inclined design of the outer surface of the upper web of the bottom plate unit not only facilitates the installation of the groove fixing member, but also forms a self-tight fit between the groove fixing member and the bottom plate unit, thereby increasing the sealing performance of the bottom plate system.
侧腹板1112外表面相对于竖直面的倾斜角度θ≤15°,较优地,θ≤8°。第一凹槽固定件2和第二凹槽固定件4的两侧面相对于竖直面的倾斜角度同样地也为θ。The inclination angle θ of the outer surface of the side web 1112 with respect to the vertical plane is ≤ 15°, preferably θ ≤ 8°. The inclination angles of the both side faces of the first groove fixing member 2 and the second groove fixing member 4 with respect to the vertical surface are also θ.
第十实施例Tenth embodiment
参阅图17,本实施例与第九实施例的差别在于:本实施例中,底板单元主体11仅具有一个承载部111,承载部111的结构与第九实施例相同。Referring to Fig. 17, the difference between the present embodiment and the ninth embodiment is that in the present embodiment, the bottom plate unit main body 11 has only one carrying portion 111, and the structure of the carrying portion 111 is the same as that of the ninth embodiment.
通过该实施例的底板单元1拼接为底板构件的连接方式可参照第二实施例。The connection manner in which the bottom plate unit 1 of this embodiment is spliced into the bottom plate member can be referred to the second embodiment.
第九实施例和第十实施例中承载部111两侧腹板1112外表面为斜面的这种结构同样还可应用至第三实施例至第八实施例中,通过这种倾斜设计,提高底板的自密封性能。In the ninth embodiment and the tenth embodiment, the structure in which the outer surfaces of the webs 1112 on both sides of the carrier portion 111 are inclined is also applicable to the third to eighth embodiments, and the tilting design is used to raise the bottom plate. Self-sealing performance.
虽然已参照几个典型实施方式描述了本发明,但应当理解,所用的术语是说明和示例性、而非限制性的术语。由于本发明能够以多种形式具体实施而不脱离发明的精神或实质,所以应当理解,上述实施方式不限于任何前述的细节,而应在随附权利要求所限定的精神和范围内广泛地解释,因此落入权利要求或其等效范围内的全部变化和改型都应为随附权利要求所涵盖。 While the invention has been described with respect to the preferred embodiments the embodiments The present invention may be embodied in a variety of forms without departing from the spirit or scope of the invention. It is to be understood that the invention is not limited to the details of the invention. All changes and modifications that come within the scope of the claims or the equivalents thereof are intended to be covered by the appended claims.

Claims (18)

  1. 一种底板构件,其特征在于,包括:A bottom plate member, comprising:
    至少两底板单元,其为由纤维增强聚合物基复合材料制成的一体结构,各底板单元横向拼接;所述底板单元包括底板单元主体和从底板单元主体底部两侧横向延伸出来的脚板;相邻两底板单元的脚板相抵触,并与两底板单元主体的侧面围合形成一容置槽;At least two bottom plate units, which are an integral structure made of a fiber reinforced polymer matrix composite material, each bottom plate unit is laterally spliced; the bottom plate unit comprises a bottom plate unit main body and a leg plate extending laterally from both sides of the bottom portion of the bottom plate unit main body; The foot plates of the two bottom plate units are in contact with each other, and are enclosed with the side surfaces of the two bottom plate unit bodies to form a receiving groove;
    至少一凹槽固定件,用以固定相邻两底板单元,所述凹槽固定件由木质材料、塑料、金属材料、热塑性复合材料的一种或多种制成;所述凹槽固定件安装于所述容置槽内,且凹槽固定件与所述容置槽的内壁贴合,凹槽固定件的上表面不低于所述底板单元主体的上表面。At least one groove fixing member for fixing adjacent two bottom plate units, the groove fixing member being made of one or more kinds of wood material, plastic, metal material, thermoplastic composite material; In the accommodating groove, the groove fixing member is engaged with the inner wall of the accommodating groove, and the upper surface of the groove fixing member is not lower than the upper surface of the bottom plate unit main body.
  2. 根据权利要求1所述的底板构件,其特征在于,所述底板构件承载于一基架上,并由螺钉穿过所述凹槽固定件和所述脚板而与基架固定;在沿所述底板单元拼接方向上,所述螺钉在每一所述凹槽固定件上设置有1~3排。The floor member according to claim 1, wherein the bottom plate member is carried on a base frame and is fixed to the base frame by screws passing through the groove fixing member and the foot plate; In the splicing direction of the bottom plate unit, the screws are provided with 1 to 3 rows on each of the groove fixing members.
  3. 根据权利要求2所述的底板构件,其特征在于,所述螺钉的排布密度为16~20个/㎡。The floor member according to claim 2, wherein the screw has an arrangement density of 16 to 20 pieces/m2.
  4. 根据权利要求1所述的底板构件,其特征在于,所述凹槽固定件的两侧凸设有密封件,并通过该密封件与所述容置槽内壁紧密配合。The bottom plate member according to claim 1, wherein a sealing member is protruded from both sides of the groove fixing member, and the sealing member is closely fitted with the inner wall of the receiving groove.
  5. 根据权利要求4所述的底板构件,其特征在于,所述密封件一体成型于所述凹槽固定件上,所述密封件呈图钉帽状,使得所述凹槽固定件与所述容置槽过盈配合。The bottom plate member according to claim 4, wherein the sealing member is integrally formed on the groove fixing member, and the sealing member has a pusher cap shape, so that the groove fixing member and the receiving member are The groove is interference fit.
  6. 根据权利要求4所述的底板构件,其特征在于,所述密封件为密封胶条,所述凹槽固定件的两侧开设有条状凹槽,所述密封胶条放置于所述凹槽中,并通过该密封胶条的弹性使得凹槽固定件与所述容置槽内壁紧密配合。The bottom plate member according to claim 4, wherein the sealing member is a sealing strip, and two sides of the groove fixing member are provided with strip-shaped grooves, and the sealing strip is placed in the groove And the tightness of the sealing strip cooperates with the inner wall of the receiving groove by the elasticity of the sealing strip.
  7. 根据权利要求6所述的底板构件,其特征在于,所述密封胶条为硫化橡胶类密封胶条、硅橡胶密封胶条、氯丁胶密封胶条、热塑性弹性体类密封胶条、TPV密封胶条或PVC密封胶条。The bottom plate member according to claim 6, wherein the sealant strip is a vulcanized rubber type sealant strip, a silicone rubber sealant strip, a neoprene sealant strip, a thermoplastic elastomer type sealant strip, and a TPV sealant. Strip or PVC sealant strip.
  8. 根据权利要求4所述的底板构件,其特征在于,所述密封件为海绵胶条,粘接于所述凹槽固定件的两侧面。The bottom plate member according to claim 4, wherein the sealing member is a sponge strip bonded to both sides of the groove fixing member.
  9. 根据权利要求8所述的底板构件,其特征在于,所述海绵胶条包括EVA或PE泡棉基材和涂覆于基材上的热熔型压敏胶。The base member according to claim 8, wherein the sponge strip comprises an EVA or PE foam substrate and a hot melt pressure sensitive adhesive coated on the substrate.
  10. 根据权利要求4所述的底板构件,其特征在于,所述密封件为聚氨酯、聚氨酯(脲)或聚脲材料,喷涂于所述凹槽固定件的两侧面,通过所述密封件的弹性使得凹槽固 定件与所述容置槽内壁紧密配合。The bottom plate member according to claim 4, wherein the sealing member is a polyurethane, polyurethane (urea) or polyurea material, sprayed on both sides of the groove fixing member, and the elasticity of the sealing member is made Groove solid The fixing member closely matches the inner wall of the receiving groove.
  11. 根据权利要求1所述的底板构件,其特征在于,所述凹槽固定件的上表面与所述底板单元主体的上表面的高度之差为0~1mm。The bottom plate member according to claim 1, wherein a difference between a height of an upper surface of the groove fixing member and an upper surface of the bottom plate unit main body is 0 to 1 mm.
  12. 根据权利要求11所述的底板构件,其特征在于,所述凹槽固定件的上表面超出所述底板单元主体的上表面的高度为0.5mm。The bottom plate member according to claim 11, wherein a height of an upper surface of the groove fixing member beyond an upper surface of the bottom plate unit main body is 0.5 mm.
  13. 根据权利要求1所述的底板构件,其特征在于,所述底板单元主体的外侧面相对于竖直面的倾斜角度为0°~15°,倾斜方向为由上而下渐向外倾斜;所述凹槽固定件的两侧面具有与所述底板单元主体外侧面相适配的倾斜角度。The bottom plate member according to claim 1, wherein an inclination angle of an outer side surface of the bottom plate unit main body with respect to a vertical surface is 0° to 15°, and an inclination direction is inclined outward from the top to the bottom; Both sides of the groove fixing member have an inclination angle adapted to the outer side surface of the bottom plate unit main body.
  14. 根据权利要求13所述的底板构件,其特征在于,所述底板单元主体的外侧面相对于竖直面的倾斜角度为0°~8°。The bottom plate member according to claim 13, wherein an inclination angle of an outer side surface of the bottom plate unit main body with respect to the vertical surface is 0 to 8 .
  15. 根据权利要求1所述的底板构件,其特征在于,所述底板单元主体包括至少一承载部,所述承载部包括面板和由该面板底部向下延伸出的多个腹板;The floor member according to claim 1, wherein the bottom plate unit body comprises at least one carrying portion, the carrying portion comprising a panel and a plurality of webs extending downward from a bottom of the panel;
    所述底板构件还包括端部填充件,所述端部填充件填充于底板单元主体纵向的两端部,并位于所述承载部的相邻两腹板之间。The bottom plate member further includes an end filling member that is filled at both end portions of the longitudinal direction of the bottom plate unit main body and located between adjacent two webs of the carrying portion.
  16. 根据权利要求15所述的底板构件,其特征在于,所述端部填充件在所述底板单元的两端部沿所述底板单元主体的长度方向间隔设置。The bottom plate member according to claim 15, wherein the end fillers are spaced apart from each other at both end portions of the bottom plate unit along a longitudinal direction of the bottom plate unit main body.
  17. 根据权利要求16所述的底板构件,其特征在于,所述端部填充件的长度为20mm~50mm,相邻两端部填充件之间的间隔为100mm~400mm;端部填充件分布于距离所述底板单元主体端面3m以内的区域。The bottom plate member according to claim 16, wherein the end filler has a length of 20 mm to 50 mm, and the interval between the adjacent end portions is 100 mm to 400 mm; the end filler is distributed at a distance. The area of the bottom surface of the bottom plate unit body within 3 m.
  18. 根据权利要求15所述的底板构件,其特征在于,所述端部填充件沿所述底板单元主体的长度方向连续填充于距离底板单元主体端面3m以内的区域。 The bottom plate member according to claim 15, wherein the end filler is continuously filled in a region within 3 m from the end surface of the bottom plate unit main body in the longitudinal direction of the bottom plate unit main body.
PCT/CN2015/095082 2014-12-15 2015-11-20 Base plate member WO2016095653A1 (en)

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CN109424845B (en) * 2017-08-30 2023-10-27 冷鹭浩 Single-layer plastic composite board
CN115431565A (en) * 2021-11-10 2022-12-06 天津爱思达新材料科技有限公司 Outer mold of wing skin forming tool and manufacturing method thereof

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08268344A (en) * 1995-03-31 1996-10-15 Showa Alum Corp Coupling device of floor panel of load-carrying platform of vehicle such as truck
CN102912965A (en) * 2012-10-31 2013-02-06 嘉兴中集木业有限公司 Fiber-reinforced polymer matrix composite assembled floor
JP2014034212A (en) * 2012-08-07 2014-02-24 Uacj Corp Panel-connecting structure
CN204312984U (en) * 2014-12-15 2015-05-06 嘉兴中集木业有限公司 Bottom board unit
CN204437667U (en) * 2014-12-15 2015-07-01 嘉兴中集木业有限公司 Base plate member

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102809044A (en) * 2011-05-31 2012-12-05 陈道斌 Glass reinforced plastic composite plate
DE202012013210U1 (en) * 2012-03-12 2015-06-17 Franz Häderer Support plate for forming a floor covering

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08268344A (en) * 1995-03-31 1996-10-15 Showa Alum Corp Coupling device of floor panel of load-carrying platform of vehicle such as truck
JP2014034212A (en) * 2012-08-07 2014-02-24 Uacj Corp Panel-connecting structure
CN102912965A (en) * 2012-10-31 2013-02-06 嘉兴中集木业有限公司 Fiber-reinforced polymer matrix composite assembled floor
CN204312984U (en) * 2014-12-15 2015-05-06 嘉兴中集木业有限公司 Bottom board unit
CN204437667U (en) * 2014-12-15 2015-07-01 嘉兴中集木业有限公司 Base plate member

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