CN203273022U - Composite material sandwich structure cable bridge - Google Patents
Composite material sandwich structure cable bridge Download PDFInfo
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- CN203273022U CN203273022U CN201320295673.5U CN201320295673U CN203273022U CN 203273022 U CN203273022 U CN 203273022U CN 201320295673 U CN201320295673 U CN 201320295673U CN 203273022 U CN203273022 U CN 203273022U
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Abstract
本实用新型公开了一种便于推广、施工简便的能有效提高刚度,可实现高承载、大跨度的复合材料夹层结构电缆桥架,包括槽型单元和盖板单元;所述槽型单元包括侧板和底板,所述侧板和底板结构为下列四种形式之一或者组合:复合材料面层构成的实心壳体;复合材料面层与夹芯材料组成的夹层实体;复合材料面层与格构腹板组成的夹层实体;复合材料面层与夹芯材料、格构腹板组成的夹层实体;所述侧板和底板最多只能有一个采用复合材料面层构成实心壳体结构。本实用新型可在地铁、大桥等大型通讯及电力输送线路上设置。
The utility model discloses a composite material interlayer structure cable bridge which is easy to popularize and easy to construct, can effectively improve the rigidity, and can realize high load and large span, including a trough unit and a cover unit; the trough unit includes side plates and the bottom plate, the structure of the side plate and the bottom plate is one of the following four forms or a combination: a solid shell composed of a composite material surface layer; a sandwich entity composed of a composite material surface layer and a sandwich material; a composite material surface layer and a lattice structure A sandwich entity composed of webs; a sandwich entity composed of composite material surface layers, sandwich materials, and lattice webs; at most one of the side plates and bottom plates can use a composite material surface layer to form a solid shell structure. The utility model can be installed on large-scale communication and power transmission lines such as subways and bridges.
Description
技术领域technical field
本实用新型涉及一种电缆桥架结构,尤其涉及一种采用复合材料制造的槽式电缆桥架,具体地说是一种在地铁、大桥等大型通讯及电力输送线路上设置,可实现高承载、大尺寸、大跨度的复合材料夹层结构电缆桥架。The utility model relates to a cable bridge structure, in particular to a trough-type cable bridge made of composite materials, in particular to a trough-type cable bridge which is installed on large-scale communication and power transmission lines such as subways and bridges, and can realize high-load, large-scale Large-scale, long-span composite sandwich structure cable tray.
背景技术Background technique
随着我国西部大开发战略的进一步实施,我国交通、通讯等基础设施的建设迎来了新的周期。多年来,人们对于电缆桥架的材料通过从木材、铁板、镀锌板到手糊、模压玻璃钢电缆桥架的变革过程中,逐渐认识到了玻璃钢复合材料桥架的优越性。随着现代工业的发展,对现代厂房跨度增大,地铁、大桥所用电缆桥架延长使用寿命的提出,要求使用免维护,耐腐蚀,轻质高强的复合材料桥架,特别是能够适应大尺寸、大跨度的拉挤玻璃钢桥架的研制受到了人们的关注。With the further implementation of my country's western development strategy, the construction of my country's transportation, communication and other infrastructure has ushered in a new cycle. Over the years, people have gradually realized the superiority of FRP composite cable trays through the process of changing the materials of cable trays from wood, iron plates, galvanized sheets to hand-laid and molded FRP cable trays. With the development of modern industry, the increase in the span of modern workshops and the extension of the service life of cable bridges used in subways and bridges require the use of maintenance-free, corrosion-resistant, lightweight and high-strength composite material bridges, especially those that can adapt to large sizes and large bridges. The development of span pultruded FRP bridges has attracted people's attention.
在桥架应用方面,目前我国行业推荐性标准《电缆桥架标准》(JB/T10216-2000)对钢桥架的使用做出了明文规定,但未对玻璃钢桥架的使用规格进行明确规定。另外对于玻璃钢桥架,目前主要采用单向玻璃纤维丝或纤维束材料通过拉挤工艺制作桥架。这种桥架由于使用的是单线纤维,因此纵横线差异大,且由于玻璃钢弹性模量约为钢的1/10,玻璃钢桥架刚度较低,故对于中、大型桥架结构,市场上主要应用钢材。但是,钢材在潮湿的外露环境中易腐蚀,对其进行镀锌或者用铝合金成本会提高很多。In terms of bridge application, the current industry recommended standard "Cable Bridge Standard" (JB/T10216-2000) clearly stipulates the use of steel bridges, but does not clearly stipulate the use specifications of FRP bridges. In addition, for FRP bridges, unidirectional glass fiber filaments or fiber bundle materials are currently used to make bridges through pultrusion. Since this type of bridge uses single-fiber fibers, there is a large difference between vertical and horizontal lines, and because the elastic modulus of FRP is about 1/10 of that of steel, the stiffness of FRP bridge is low, so for medium and large bridge structures, steel is mainly used in the market. However, steel is easily corroded in a humid and exposed environment, and the cost of galvanizing it or using aluminum alloy will increase a lot.
因此,具有双向布作为面层,填充芯材的夹层结构桥架在未来桥梁和地铁等中、大型桥架结构中具有广阔的应用前景。Therefore, sandwich structure bridges with two-way cloth as the surface layer and filled with core materials have broad application prospects in medium and large bridge structures such as bridges and subways in the future.
实用新型内容Utility model content
本实用新型的目的在于克服现有技术的不足,提供一种便于推广、施工简便的能有效提高刚度,可实现高承载、大跨度的槽型复合材料桥架结构。The purpose of the utility model is to overcome the deficiencies of the prior art and provide a trough-type composite material bridge structure that is easy to popularize and easy to construct, can effectively improve the rigidity, and can realize high load and large span.
本实用新型采用的技术方案为:一种复合材料夹层结构电缆桥架,包括槽型单元和盖板单元;The technical solution adopted by the utility model is: a composite material sandwich structure cable bridge, including a groove unit and a cover unit;
所述槽型单元包括侧板和底板,所述侧板和底板结构为下列四种形式之一或者组合:The trough unit includes a side plate and a bottom plate, and the structure of the side plate and the bottom plate is one of the following four forms or a combination:
复合材料面层构成的实心壳体;Solid shell with composite facings;
复合材料面层与夹芯材料组成的夹层实体;Sandwich entity composed of composite surface layer and sandwich material;
复合材料面层与格构腹板组成的夹层实体;Sandwich entity composed of composite surface layer and lattice web;
复合材料面层与夹芯材料、格构腹板组成的夹层实体;Sandwich entity composed of composite material surface layer, sandwich material and lattice web;
所述侧板和底板最多只能有一个采用复合材料面层构成实心壳体结构。At most one of the side panels and the bottom panel can use a composite material surface layer to form a solid shell structure.
作为优选,所述复合材料面层与格构腹板采用纤维与树脂制成,该纤维选用碳纤维、玻璃纤维、玄武岩纤维、芳纶纤维、混杂纤维中的至少一种,树脂选用不饱和聚酯、邻苯树脂、乙烯基树脂、环氧树脂、无机树脂或热塑性树脂材料中的至少一种。As a preference, the composite surface layer and the lattice web are made of fiber and resin, the fiber is selected from at least one of carbon fiber, glass fiber, basalt fiber, aramid fiber, and hybrid fiber, and the resin is selected from unsaturated polyester , at least one of phthalic resin, vinyl resin, epoxy resin, inorganic resin or thermoplastic resin material.
作为优选,所述夹芯材料为聚氨酯泡沫、聚氯乙烯泡沫、碳泡沫、PEI泡沫和PMI泡沫、泡沫铝、泡沫砂、Balsa木、泡桐木、杉木、强芯毡、铁丝网,钢筋及扁平钢片中的至少一种。As preferably, the sandwich core material is polyurethane foam, polyvinyl chloride foam, carbon foam, PEI foam and PMI foam, aluminum foam, foam sand, Balsa wood, Paulownia wood, fir, strong core felt, barbed wire, steel bar and flat steel At least one of the films.
作为优选,所述复合材料面层与格构腹板中纤维布的铺层为单层单向、单层双向、多层单向或多层多向中至少一种。所述格构腹板与复合材料面层相交的角度任选,但优选为纵横正交布置。Preferably, the layering of the composite surface layer and the fiber cloth in the lattice web is at least one of single-layer unidirectional, single-layer bidirectional, multi-layer unidirectional or multi-layer multi-directional. The angle at which the lattice web intersects with the surface layer of the composite material is optional, but is preferably arranged vertically and horizontally.
作为优选,所述盖板单元为复合材料、PP、PVC和铝材料中的一种,其中复合材料盖板为复合材料面层和空间格构体,和/或夹芯材料的夹层实体,或者只有复合材料面层组成的壳体。Preferably, the cover plate unit is one of composite materials, PP, PVC and aluminum materials, wherein the composite material cover plate is a composite material surface layer and a space lattice body, and/or a sandwich entity of a sandwich material, or A shell consisting of only composite facings.
作为优选,所述槽型单元的侧板为直壁、圆弧形、“I”形、倒“L”形、倒“T”形。Preferably, the side plates of the trough unit are straight walls, circular arcs, "I", inverted "L" and inverted "T".
作为优选,所述槽型单元与盖板单元通过卡槽相连,卡槽为凹槽,凸槽或者不留槽,盖板单元由盖板中间平直段和卡槽构成。Preferably, the groove-type unit is connected to the cover unit through a slot, the slot is a groove, a convex groove or no slot, and the cover unit is composed of a straight section in the middle of the cover and a slot.
作为优选,所述槽型单元与盖板直接使用紧固件固定,紧固件为螺栓、尼龙棒或销钉;或采用连接件与紧固件组合的方式。Preferably, the trough unit and the cover plate are directly fixed by fasteners, and the fasteners are bolts, nylon rods or pins; or a combination of connecting pieces and fasteners is used.
本实用新型以树脂为基体,以复合材料作为增强材料,中间填充芯材,芯材中间带有格构腹板,可采用传统低压接触或真空导入工艺成型,亦可采用拉挤工艺实现连续化生产。The utility model uses resin as the matrix and composite material as the reinforcing material, and the core material is filled in the middle, and there is a lattice web in the middle of the core material. Production.
本实用新型相比现有技术有如下优点:Compared with the prior art, the utility model has the following advantages:
1、本实用新型槽型桥架采用夹层结构,有效提高了复合材料桥架的刚度及承载力;当面层采用双向编织布时,其纵横向强度差异小,可以实现复合材料桥架的大跨度、大尺寸设计。1. The trough-type bridge frame of the utility model adopts a sandwich structure, which effectively improves the stiffness and bearing capacity of the composite material bridge frame; when the surface layer adopts two-way woven fabric, the difference in vertical and horizontal strength is small, and the large-span and large-size composite material bridge frame can be realized design.
2、本实用新型槽型桥架的面层采用树脂基纤维增强复合材料,其耐腐蚀性能极其优越,能在酸、碱、海水等各种恶劣环境下使用,因此特别适用于在跨海大桥,隧道或地铁等。2. The surface layer of the trough-type bridge frame of the utility model is made of resin-based fiber-reinforced composite material, which has excellent corrosion resistance and can be used in various harsh environments such as acid, alkali, sea water, etc., so it is especially suitable for cross-sea bridges, Tunnel or subway etc.
3、本实用新型如应用拉挤工艺进行生产,跨度可以根据实际情况选择,且产品的质量稳定,生产效率高。3. If the utility model is produced by using the pultrusion process, the span can be selected according to the actual situation, and the quality of the product is stable and the production efficiency is high.
4、本实用新型通过在复合材料面层中间添加轻质芯材做成夹层结构来提高其刚度,相比于同刚度的钢材或单纯复合材料桥架成本较低。4. The utility model improves the rigidity by adding a lightweight core material in the middle of the composite material surface layer to form a sandwich structure. Compared with steel with the same rigidity or a simple composite material bridge, the cost is lower.
5、本实用新型的槽型夹层结构桥架底板与侧板设计灵活,适用范围广,既可用于既有桥架设施的改造,也可用于新建大中型桥架设施的建设。5. The bottom plate and side plate of the trough-type interlayer structure bridge frame of the present invention are flexible in design and have a wide range of applications. They can be used not only for the renovation of existing bridge facilities, but also for the construction of new large and medium-sized bridge facilities.
附图说明Description of drawings
图1为本实用新型的槽型夹层结构桥架构造示意图;Fig. 1 is the schematic diagram of the structure of the trough-type sandwich structure bridge of the present invention;
图2-图7为本实用新型的槽型夹层结构桥架截面形式示意图;Fig. 2-Fig. 7 is the schematic diagram of the cross-sectional form of the trough sandwich structure bridge of the present invention;
图8为本实用新型的槽型桥架实施例1示意图;Fig. 8 is a schematic diagram of embodiment 1 of the grooved bridge frame of the present invention;
图9为本实用新型的槽型桥架实施例2示意图;Fig. 9 is a schematic diagram of Embodiment 2 of the grooved bridge frame of the present invention;
图10为本实用新型的槽型桥架实施例3示意图。Fig. 10 is a schematic diagram of
具体实施方式Detailed ways
下面结合附图和具体实施方式对本实用新型做进一步说明。The utility model will be further described below in conjunction with the accompanying drawings and specific embodiments.
如图1所示:一种复合材料夹层结构电缆桥架,包括槽型单元1和盖板单元2;As shown in Figure 1: a composite material sandwich structure cable tray, including a groove unit 1 and a cover unit 2;
所述槽型单元1包括侧板4和底板3,所述侧板4和底板3结构为下列四种形式之一或者组合:The trough unit 1 includes a
复合材料面层6构成的实心壳体;A solid shell made of composite material facing 6;
复合材料面层6与夹芯材料7组成的夹层实体;A sandwich entity composed of a composite
复合材料面层6与格构腹板8组成的夹层实体;A sandwich entity composed of a composite
复合材料面层6与夹芯材料7、格构腹板8组成的夹层实体;A sandwich entity composed of a composite
所述侧板4和底板3最多只能有一个采用复合材料面层6构成实心壳体结构。At most one of the
所述复合材料面层6与格构腹板8采用纤维与树脂制成,该纤维选用碳纤维、玻璃纤维、玄武岩纤维、芳纶纤维、混杂纤维中的至少一种,树脂选用不饱和聚酯、邻苯树脂、乙烯基树脂、环氧树脂、无机树脂或热塑性树脂材料中的至少一种。所述夹芯材料7为聚氨酯泡沫、聚氯乙烯泡沫、碳泡沫、PEI泡沫和PMI泡沫、泡沫铝、泡沫砂、Balsa木、泡桐木、杉木、强芯毡、铁丝网,钢筋及扁平钢片中的至少一种。所述复合材料面层6与格构腹板8中纤维布的铺层为单层单向、单层双向、多层单向或多层多向中至少一种。所述格构腹板8与复合材料面层6相交的角度任选,但优选为纵横正交布置。所述盖板单元2为复合材料、PP、PVC和铝材料中的一种,其中复合材料盖板为复合材料面层和空间格构体,和/或夹芯材料的夹层实体,或者只有复合材料面层组成的壳体。所述槽型单元1的侧板4为直壁、圆弧形、“I”形、倒“L”形、倒“T”形。所述槽型单元1与盖板单元2通过卡槽9相连,或者直接使用紧固件固定,紧固件为螺栓、尼龙棒或销钉;或采用连接件与紧固件组合的方式。卡槽9为凹槽,凸槽或者不留槽,盖板单元2由盖板中间平直段5和卡槽9构成。The
图2-图7为槽型单元1的各种截面形式。2-7 are various cross-sectional forms of the trough unit 1 .
实施例1Example 1
如图8所示,一种复合材料夹层结构电缆桥架,该结构由槽型单元1、盖板单元2组成。所述槽型单元1包括侧板4和底板3,槽型单元1由复合材料面层6和填充在面层内夹芯材料7与格构腹板8组成的夹层实体,复合材料面层6为玻璃纤维与乙烯基树脂高温固化而成实心壳体;复合材料面层6内的夹芯填充材料7选用泡桐木芯材,在泡桐木芯材之间有格构腹板8,该格构腹板8由双轴向玻璃纤维布后沿多层多向铺设而成,再采用拉挤工艺一体成型槽型单元1。在工厂制备好槽型单元1后,盖板单元2直接由玻璃纤维单向纤维束上下外表面加铺一层玻璃毡拉挤而成,在安装现场直接将盖板盖在槽型单元1上,使其形成与槽型单元1相匹配的封闭式槽型复合材料夹层结构桥架。所述槽型单元1与盖板单元2通过卡槽9相连,盖板单元2由盖板中间平直段5和卡槽9构成。As shown in FIG. 8 , a composite material sandwich structure cable tray is composed of a groove unit 1 and a cover unit 2 . The trough unit 1 includes a
实施例2Example 2
如图9所示,一种复合材料夹层结构电缆桥架,该桥架采用槽型单元1底板3为夹层结构而侧板4为层合板形式,可用于新建地铁、桥梁及隧道结构的重型管线输送装置。该结构由槽型单元1、盖板单元2及紧固件10组成。槽型单元1由侧板4和底板3组成,侧板4由复合材料面层6组成,其由玻璃纤维与乙烯基树脂高温固化而成实心壳体,侧板4形状为倒“L”形,在上端为后期拼装打孔。而底板3由复合材料面层6和填充在面层内夹芯材料7组成,无格构腹板。再采用拉挤工艺一体成型槽型单元1。在工厂制备好槽型单元1后,盖板单元2为铝质薄板。在安装现场采用螺栓作为紧固件10固定于槽型单元1上,使其形成与槽型单元1相匹配的封闭式槽型复合材料夹层结构桥架。As shown in Figure 9, a composite material sandwich structure cable bridge, the bridge adopts the groove unit 1, the
实施例3Example 3
如图10所示,一种复合材料夹层结构电缆桥架,该桥架采用槽型单元1底板3为带肋的空心壳体结构而侧板4为层合板形式,可用于新建地铁、桥梁及隧道结构的重型管线输送装置,也可以用来替换已破损的桥架节段。该结构由槽型单元1及盖板单元2组成。槽型单元1由侧板4和底板3组成构成,侧板4为玻璃纤维与乙烯基高温树脂固化而成的复合材料面层6构成的实心壳体,其形状为倒“I”形,底板3为带肋的空心壳体结构,其由斜肋格构腹板8与复合材料面层6构成。槽型单元1由玻璃纤维与乙烯基树脂通过拉挤工艺高温固化一体成型槽型单元1。在工厂制备好槽型单元1后,盖板单元2由玻璃纤维双向布拉挤而成与槽型单元1同跨度的两侧边带有卡槽9的板材,在安装现场直接将盖板由一侧沿卡槽9推进,使其形成与槽型单元1相匹配的封闭式槽型复合材料夹层结构桥架。As shown in Figure 10, a cable tray with a composite material sandwich structure, the bridge uses a grooved unit 1
应当指出,对于本技术领域的普通技术人员来说,在不脱离本实用新型原理的前提下,还可以做出若干改进和润饰,这些改进和润饰也应视为本实用新型的保护范围。本实施例中未明确的各组成部分均可用现有技术加以实现。It should be pointed out that those skilled in the art can make some improvements and modifications without departing from the principle of the utility model, and these improvements and modifications should also be regarded as the protection scope of the utility model. All components that are not specified in this embodiment can be realized by existing technologies.
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
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CN103244753A (en) * | 2013-05-24 | 2013-08-14 | 南京工业大学 | Composite material sandwich structure cable bridge |
CN103644371A (en) * | 2013-11-21 | 2014-03-19 | 无锡睿网科技有限公司 | Cable buckle frame applicable to installation |
CN104032669A (en) * | 2014-06-03 | 2014-09-10 | 南京工业大学 | Bridge box girder adopting sandwich structure |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
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CN103244753A (en) * | 2013-05-24 | 2013-08-14 | 南京工业大学 | Composite material sandwich structure cable bridge |
CN103644371A (en) * | 2013-11-21 | 2014-03-19 | 无锡睿网科技有限公司 | Cable buckle frame applicable to installation |
CN104032669A (en) * | 2014-06-03 | 2014-09-10 | 南京工业大学 | Bridge box girder adopting sandwich structure |
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