CN201141173Y - Reinforcement structure - Google Patents
Reinforcement structure Download PDFInfo
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- CN201141173Y CN201141173Y CNU2007201774876U CN200720177487U CN201141173Y CN 201141173 Y CN201141173 Y CN 201141173Y CN U2007201774876 U CNU2007201774876 U CN U2007201774876U CN 200720177487 U CN200720177487 U CN 200720177487U CN 201141173 Y CN201141173 Y CN 201141173Y
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Abstract
Description
技术领域 technical field
本实用新型是有关一种筋材结构,尤其是指一种使用于建筑、土木结构上且由树脂基复合材料制成的筋材结构。The utility model relates to a reinforcement structure, in particular to a reinforcement structure used in buildings and civil structures and made of resin-based composite materials.
背景技术 Background technique
公知使用于建筑、土木结构方面的钢筋笼或钢筋网等补强筋材,其材质多半是以金属如钢铁等作为其主要成份,而钢铁等金属具有易锈蚀、高体积重量比等缺点,且一般公知的钢筋笼及钢筋网均以钢筋条组合绑扎或焊接而成,绑扎处或焊接点如发生腐蚀、松脱及断裂等状况,均会影响建筑、土木结构;而如所知的,以树脂基复合材料作为组成要素则具有下列特点:It is known that reinforcing bars such as steel cages or steel mesh used in construction and civil structures are mostly made of metals such as steel as their main components, and metals such as steel have disadvantages such as easy corrosion and high volume-to-weight ratio, and Generally known reinforcement cages and reinforcement meshes are all bound or welded with steel bar combinations, and if conditions such as corrosion, loosening and fracture occur at the binding place or welding points, it will affect buildings and civil structures; Resin-based composite materials have the following characteristics as constituent elements:
1、密度小、重量轻:树脂基复合材料的密度为钢铁的1/4~1/5。1. Small density and light weight: the density of resin-based composite materials is 1/4 to 1/5 of that of steel.
2、强度高:树脂基复合材料管及复合材料杆的环向拉伸强度接近钢材的强度,其比强度(抗拉强度与密度的比值)高于钢材很多。2. High strength: the hoop tensile strength of the resin-based composite material pipe and composite material rod is close to the strength of steel, and its specific strength (the ratio of tensile strength to density) is much higher than that of steel.
3、耐腐蚀:不同品种的树脂基复合材料管及树脂基复合材料杆能够耐各种酸、碱、盐及有机溶剂的腐蚀。3. Corrosion resistance: different varieties of resin-based composite material tubes and resin-based composite material rods can resist the corrosion of various acids, alkalis, salts and organic solvents.
基于上述特点,树脂基复合材料在许多场合,皆可取代金属材料而成为建筑、土木结构的一部分。Based on the above characteristics, resin-based composite materials can replace metal materials and become a part of buildings and civil structures in many occasions.
实用新型内容Utility model content
本实用新型的目的在于提供一种筋材结构,以克服公知技术中存在的缺陷。The purpose of the utility model is to provide a bar structure to overcome the defects in the known technology.
为实现上述目的,本实用新型提供的筋材结构,是以纤维强化热固树脂的树脂基复合材料为原料一体成型而成,其外形略呈笼状的长型管柱体,该管柱体由复数纵筋及多数连结于纵筋间的肋所组成,而在管柱体周壁上形成有多数镂空部,且该管柱体的径向截面呈中空环状。In order to achieve the above purpose, the rib structure provided by the utility model is formed integrally with the resin-based composite material of fiber-reinforced thermosetting resin as a raw material. It is composed of a plurality of longitudinal ribs and a plurality of ribs connected between the longitudinal ribs, and a plurality of hollow parts are formed on the peripheral wall of the tube cylinder, and the radial section of the tube cylinder is hollow and ring-shaped.
所述的筋材结构,其中该树脂基复合材料作为基材的热固树脂,为不饱和聚脂树脂、环氧树脂、酚醛树脂、乙烯基脂热等固性树脂。Said rib structure, wherein the resin-based composite material is used as the thermosetting resin of the base material, such as unsaturated polyester resin, epoxy resin, phenolic resin, vinyl resin and other thermosetting resins.
所述的筋材结构,其中该树脂基复合材料作为增强材的纤维,为玻璃纤维、碳纤维、芳纶纤维、高密度聚乙烯纤维等纤维。In the reinforcement structure, the fibers of the resin-based composite material used as reinforcements are fibers such as glass fibers, carbon fibers, aramid fibers, and high-density polyethylene fibers.
所述的筋材结构,其中该管柱体的中空状径向截面呈圆环形或椭圆环形。Said rib structure, wherein the hollow radial cross-section of the tubular body is circular or elliptical.
所述的筋材结构,其中该管柱体的中空状径向截面呈多边环状构形。Said rib structure, wherein the hollow radial cross-section of the tubular body is in the shape of a polygonal ring.
本实用新型的效果是:The utility model has the following effects:
本实用新型的筋材结构是以连续性人造纤维增强树脂的树脂基复合材料制成,因此除具有耐腐蚀及耐氧化的特性外,还具备较低体积重量比与较高的承载能力,及较高的抗折曲性能;且其层合结构设计因具有良好的可塑性,长短及粗细尺寸等皆可配合实际需求而于制作过程中加以改变,亦可将其它补强型材填充于结构中空部分或外围部分,当作其它复合材料结构组成成份的一部分,成为建筑、土木结构的一部分。The rib structure of the utility model is made of continuous man-made fiber-reinforced resin resin-based composite material, so in addition to the characteristics of corrosion resistance and oxidation resistance, it also has a lower volume-to-weight ratio and a higher load-carrying capacity, and High bending resistance; and its laminated structure design has good plasticity, the length and thickness can be changed in the production process according to actual needs, and other reinforcing profiles can also be filled in the hollow part of the structure Or the peripheral part, as a part of other composite material structure components, becomes a part of the building and civil structure.
附图说明 Description of drawings
图1A是本实用新型第一实施例的立体图;Fig. 1A is a perspective view of the first embodiment of the utility model;
图1B是本实用新型第二实施例的立体图;Fig. 1B is a perspective view of the second embodiment of the utility model;
图1C是本实用新型第三实施例的立体图;Fig. 1C is a perspective view of the third embodiment of the utility model;
图1D是本实用新型第四实施例的立体图;Fig. 1D is a perspective view of the fourth embodiment of the utility model;
图1E是本实用新型第五实施例的立体图;Fig. 1E is a perspective view of the fifth embodiment of the utility model;
图1F是本实用新型第六实施例的立体图;Fig. 1F is a perspective view of the sixth embodiment of the present utility model;
图1G是本实用新型第七实施例的立体图;Fig. 1G is a perspective view of the seventh embodiment of the utility model;
图2A是本实用新型第一实施例的侧视图;Fig. 2A is a side view of the first embodiment of the utility model;
图2B是本实用新型第二实施例的侧视图;Fig. 2B is a side view of the second embodiment of the utility model;
图2C是本实用新型第三实施例的侧视图;Fig. 2C is a side view of the third embodiment of the utility model;
图2D是本实用新型第四实施例的侧视图;Fig. 2D is a side view of the fourth embodiment of the utility model;
图2E是本实用新型第五实施例的侧视图;Fig. 2E is a side view of the fifth embodiment of the utility model;
图2F是本实用新型第六实施例的侧视图;Fig. 2F is a side view of the sixth embodiment of the present utility model;
图2G是本实用新型第七实施例的侧视图;Fig. 2G is a side view of the seventh embodiment of the present utility model;
图3A是本实用新型第一实施例的径向截面剖视图,显示一圆环形的截面;3A is a radial cross-sectional view of the first embodiment of the present invention, showing a circular cross-section;
图3B是本实用新型第二实施例的径向截面剖视图,显示一椭圆环形的截面;Fig. 3B is a radial sectional view of the second embodiment of the present invention, showing an elliptical annular section;
图3C是本实用新型第三实施例的径向截面剖视图,显示一三边环形的截面;3C is a radial cross-sectional view of the third embodiment of the present invention, showing a three-sided circular cross-section;
图3D是本实用新型第四实施例的径向截面剖视图,显示一四边环形的截面;Fig. 3D is a radial cross-sectional view of the fourth embodiment of the present invention, showing a four-sided circular cross-section;
图3E是本实用新型第五实施例的径向截面剖视图,显示一五边环形的截面;Fig. 3E is a radial cross-sectional view of the fifth embodiment of the present invention, showing a five-sided annular cross-section;
图3F是本实用新型第六实施例的径向截面剖视图,显示一六边环形的截面;以及FIG. 3F is a radial cross-sectional view of the sixth embodiment of the present invention, showing a hexagonal circular cross-section; and
图3G是本实用新型第七实施例的径向截面剖视图,显示一八边环形的截面。3G is a radial cross-sectional view of the seventh embodiment of the present invention, showing an octagonal circular cross-section.
附图中主要组件符号说明:Explanation of main component symbols in the attached drawings:
11纵筋11 longitudinal ribs
12环肋12 ring ribs
13镂空部13 hollow part
具体实施方式 Detailed ways
本实用新型主要系供一种使用于建筑、土木结构上的筋材结构,其是以连续性人造纤维增强树脂的树脂基复合材料制成笼状的长型管柱体,因此除具有耐腐蚀及耐氧化的特性的外,还具备较低体积重量比与较高的承载能力,及较高的抗折曲性能。The utility model mainly provides a bar structure used in buildings and civil structures, which is a cage-shaped elongated pipe column made of resin-based composite material reinforced with continuous artificial fibers, so it has corrosion resistance In addition to the characteristics of anti-oxidation and oxidation resistance, it also has a low volume-to-weight ratio, high load-bearing capacity, and high bending resistance.
根据本实用新型,该筋材结构是以纤维强化热固树脂的树脂基复合材料为原料,并以拉拔、缠绕及重复层合等方式一体成型制作而成,该筋材结构外形略呈笼状的长型管柱体,该管柱体是由复数纵筋及多数连结于纵筋间的肋所组成,而在管柱体周壁上形成有多数镂空部,且该管柱体的径向截面呈中空环状;其中,该树脂基复合材料的作为基材的热固树脂,为不饱和聚脂树脂、环氧树脂、酚醛树脂、乙烯基脂等热固性树脂;该树脂基复合材料的作为增强材的纤维,为玻璃纤维、碳纤维、芳纶纤维、高密度聚乙烯纤维等纤维;又该管柱体的中空状径向截面可以是略呈圆环形、椭圆环形、三边环形、四边环形、五边环形、六边环形、八边环形...等多边环状构形,且其层合结构设计因具有良好的可塑性,长短及粗细尺寸等皆可配合实际需求而于制作过程中加以改变,亦可将其它补强型材填充于结构中空部分及外围部分,当作其它复合材料结构组成整体构造的一部分,成为建筑、土木结构的一部分。According to the utility model, the rib structure is made of fiber-reinforced thermosetting resin resin-based composite material, and is integrally formed by drawing, winding and repeated lamination. The shape of the rib structure is slightly cage-like Shaped long tube cylinder, the tube cylinder is composed of a plurality of longitudinal ribs and a plurality of ribs connected between the longitudinal ribs, and there are many hollowed out parts on the surrounding wall of the tube cylinder, and the radial direction of the tube cylinder The cross-section is hollow and ring-shaped; wherein, the thermosetting resin used as the base material of the resin-based composite material is a thermosetting resin such as unsaturated polyester resin, epoxy resin, phenolic resin, vinyl ester, etc.; the resin-based composite material is used as The fibers of the reinforcing material are fibers such as glass fiber, carbon fiber, aramid fiber, and high-density polyethylene fiber; Ring, five-sided ring, hexagonal ring, eight-sided ring... and other polygonal ring configurations, and the laminated structure design has good plasticity, and the length and thickness can be adjusted according to actual needs during the production process. To change it, other reinforcing profiles can also be filled in the hollow part and peripheral part of the structure, as a part of the overall structure of other composite material structures, and become a part of the building and civil structure.
有关本实用新型的其它特征及功能,经配合附图予以作进一步的说明后,期能有更详细的了解。Other features and functions of the present utility model can be understood in more detail after being further described in conjunction with the accompanying drawings.
如附图所示,本实用新型实施例的筋材结构是以纤维强化热固树脂的树脂基复合材料为原料,并以拉拔、缠绕及重复层合等方式一体成型制作而成,其中,作为基材的热固性树脂可为不饱和聚脂树脂、环氧树脂、酚醛树脂、乙烯基脂等热固性树脂,而作为增强材的纤维可为玻璃纤维、碳纤维、芳纶纤维、高密度聚乙烯纤维等纤维。而该筋材结构外形略呈笼状的长型管柱体,该管柱体是由复数纵筋11及多数连结于纵筋间的肋12所组成,而在管柱体周壁上形成有多数镂空部13,且该管柱体的径向截面呈中空环状;又该管柱体的中空状径向截面可以是略呈圆环形(如图1A~图3A所示)、椭圆环形(如图1B~图3B所示)、三边环形(如图1C~图3C所示)、四边环形(如图1D~图3D所示)、五边环形(如图1E~图3E所示)、六边环形(如图1F~图3F所示)、八边环形(如图1G~图3G所示)...等多边环状构形。As shown in the drawings, the rib structure of the embodiment of the utility model is made of resin-based composite material of fiber-reinforced thermosetting resin as a raw material, and is integrally formed by drawing, winding and repeated lamination. Among them, The thermosetting resin as the base material can be unsaturated polyester resin, epoxy resin, phenolic resin, vinyl resin and other thermosetting resins, and the fiber as the reinforcement can be glass fiber, carbon fiber, aramid fiber, high-density polyethylene fiber and other fibers. The rib structure is a slightly cage-like elongated tube cylinder, which is composed of a plurality of
如所述的筋材结构,其成形步骤主要是包含以拉拔法拉拔该纵筋11、以缠绕法缠绕该肋12以及重复层合等三个步骤一体成型该筋材结构;其成型步骤略说明如下:As described above, the forming steps of the rib structure mainly include three steps: drawing the
第一步骤,在牵引设备的拉引作用下,将含浸树脂胶液的连续纤维,通过依成品截面形状制作的成型模,纵向连续拉拔该纵筋11至事先设定的长度,此称为拉拔纵筋步骤。In the first step, under the pulling action of the pulling equipment, the continuous fiber impregnated with resin glue is continuously drawn longitudinally to the preset length through the forming die made according to the cross-sectional shape of the finished product, which is called Steps for pulling longitudinal tendons.
第二步骤,在牵引设备的旋转作用下,将含浸树脂胶液的连续纤维,缠绕于成型模中已经过拉拔纵筋的胚料的肋12,以形成各种截面形状复合材料型材,此称为缠绕肋步骤。In the second step, under the rotation of the traction device, the continuous fibers impregnated with resin glue are wound around the
第三步骤,反复重复第一步骤的拉拔纵筋及第二步骤的缠绕环肋,以形成各种截面构形的笼状长型管柱体,并由重复次数的多寡决定筋肋的厚度,此称为重复层合步骤。The third step is to repeatedly repeat the drawing of the longitudinal ribs in the first step and the winding of the ring ribs in the second step to form cage-like elongated tubes with various cross-sectional configurations, and the thickness of the ribs is determined by the number of repetitions , which is called the repeated lamination step.
在经过重复层合多次后即组成本实用新型所述的筋材结构,由于拉拔制品中含浸树脂胶液的连续纤维以纵向布置,而且是在拉引预张力下成型的,纤维的单向强度得到了充分发挥,且因含浸树脂胶液的连续纤维多次缠绕于本实用新型所述的具功能性的复合材料管状物及杆状物的环肋,不但具有补强的效果,在多次层合之后,亦成为本实用新型结构的一部分。After repeated lamination for many times, the rib structure described in the present invention is formed. Since the continuous fibers impregnated with resin glue in the drawn product are arranged in the longitudinal direction, and are formed under the drawing pre-tension, the individual fibers The strength has been fully exerted, and because the continuous fibers impregnated with resin glue are wound around the ring ribs of the functional composite material tubes and rods described in the utility model for many times, it not only has the effect of reinforcement, but also in After multiple laminations, it also becomes a part of the structure of the utility model.
本实用新型并非局限于以上所述形式,很明显参考上述说明,能有更多的改良与变化。凡有在相同的创作精神下所作有关本实用新型的任何修饰或变更,皆仍应包括在本实用新型意图保护的范畴。The utility model is not limited to the forms described above, and it is obvious that more improvements and changes can be made with reference to the above descriptions. All any modifications or changes related to the utility model made under the same creative spirit should still be included in the intended protection category of the utility model.
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CN102162287A (en) * | 2011-04-08 | 2011-08-24 | 浙江东南网架股份有限公司 | Steel column with eccentric oval table and preparation method thereof |
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CN102162287A (en) * | 2011-04-08 | 2011-08-24 | 浙江东南网架股份有限公司 | Steel column with eccentric oval table and preparation method thereof |
CN102162287B (en) * | 2011-04-08 | 2012-08-22 | 浙江东南网架股份有限公司 | Steel column with eccentric oval table and preparation method thereof |
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