CN218843529U - Pile reinforcing ring steel structural member - Google Patents
Pile reinforcing ring steel structural member Download PDFInfo
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- CN218843529U CN218843529U CN202223029298.8U CN202223029298U CN218843529U CN 218843529 U CN218843529 U CN 218843529U CN 202223029298 U CN202223029298 U CN 202223029298U CN 218843529 U CN218843529 U CN 218843529U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 71
- 239000010959 steel Substances 0.000 title claims abstract description 71
- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 22
- 238000009413 insulation Methods 0.000 claims abstract description 14
- 230000002787 reinforcement Effects 0.000 claims abstract description 13
- 238000005728 strengthening Methods 0.000 claims abstract description 5
- 238000005260 corrosion Methods 0.000 claims description 22
- 238000010276 construction Methods 0.000 claims description 8
- 239000004568 cement Substances 0.000 claims description 3
- 239000000835 fiber Substances 0.000 claims description 3
- 239000010410 layer Substances 0.000 claims 6
- 238000003466 welding Methods 0.000 claims 3
- 239000011248 coating agent Substances 0.000 claims 2
- 238000000576 coating method Methods 0.000 claims 2
- 239000011247 coating layer Substances 0.000 claims 1
- 230000000694 effects Effects 0.000 abstract description 5
- 230000002265 prevention Effects 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 4
- 239000003973 paint Substances 0.000 description 2
- PWHULOQIROXLJO-UHFFFAOYSA-N Manganese Chemical compound [Mn] PWHULOQIROXLJO-UHFFFAOYSA-N 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000005246 galvanizing Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- 229910052748 manganese Inorganic materials 0.000 description 1
- 239000011572 manganese Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000002444 silanisation Methods 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
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Abstract
本实用新型涉及工程构件技术领域,尤其是一种桩柱加强环钢结构件,它包括钢结构本体,所述钢结构本体的内部设置有隔热层,所述钢结构本体的左侧面外侧焊接有若干个加强环,所述钢结构本体的内部焊接有第一加强筋,所述第一加强筋和钢结构本体之间焊接有第二加强筋;本实用新型通过设有加强环,经加强环强化处理后,钢结构件不仅在自身的强度上或者在连接的强度上均能得到较大的提高,同时,通过设有第一加强筋和第二加强筋,能够进一步增强钢结构件的结构强度,进而提高钢结构件的承压强度,降低安全隐患;通过设有隔热层,隔热层能够实现钢结构件的隔热防火效果,在高温下也能确保钢材的强度,使用效果较佳,能够扩大应用范围,实用性强。
The utility model relates to the technical field of engineering components, in particular to a pile reinforcement ring steel structure, which includes a steel structure body, the interior of the steel structure body is provided with a heat insulation layer, and the outside of the left side of the steel structure body Several reinforcing rings are welded, the first reinforcing rib is welded inside the steel structure body, and the second reinforcing rib is welded between the first reinforcing rib and the steel structure body; After the strengthening treatment of the reinforcing ring, the steel structure can not only be greatly improved in its own strength or the strength of the connection, but also can further strengthen the steel structure by providing the first rib and the second rib. The structural strength of the steel structure can be improved, and the bearing strength of the steel structure can be improved to reduce potential safety hazards; the heat insulation layer can realize the heat insulation and fire prevention effect of the steel structure, and can also ensure the strength of the steel at high temperature. The effect is good, the application range can be expanded, and the practicability is strong.
Description
技术领域technical field
本实用新型涉及工程构件技术领域,尤其是一种桩柱加强环钢结构件。The utility model relates to the technical field of engineering components, in particular to a pile reinforcement ring steel structure.
背景技术Background technique
钢结构是由钢制材料组成的结构,是主要的建筑结构类型之一。结构主要由型钢和钢板等制成的钢梁、钢柱、钢桁架等构件组成,并采用硅烷化、纯锰磷化、水洗烘干、镀锌等除锈防锈工艺。各构件或部件之间通常采用焊缝、螺栓或铆钉连接。因其自重较轻,且施工简单,广泛应用于大型厂房、场馆、超高层等领域。Steel structure is a structure composed of steel materials, which is one of the main types of building structures. The structure is mainly composed of steel beams, steel columns, steel trusses and other components made of section steel and steel plates, and adopts rust removal and antirust processes such as silanization, pure manganese phosphating, washing and drying, and galvanizing. The components or components are usually connected by welds, bolts or rivets. Because of its light weight and simple construction, it is widely used in large factories, stadiums, super high-rises and other fields.
目前,现有的钢结构件在使用中的过程中,主要存在的问题是:(1)容易在潮湿和腐蚀性介质的环境中被腐蚀,长期受到腐蚀的钢结构件,其刚度以及抗形变性能将会大大下降;(2)强度性能一般,应用在大型建筑物时,钢结构件的承压强度不足,存在一定的安全隐患;(3)钢结构件受温度的影响较大,当温度在150℃以下时,钢材性质变化很小,温度在300℃-400℃时钢材强度和弹性模量均显著下降,温度在600℃左右时,钢材的强度趋于零,使其不适合应用在特殊防火需求的建筑中,存在一定的局限性。为此,我们提出一种桩柱加强环钢结构件。At present, the existing steel structure parts in the process of use, the main problems are: (1) easy to be corroded in the environment of humid and corrosive media, the steel structure parts that have been corroded for a long time, its rigidity and deformation resistance The performance will be greatly reduced; (2) The strength performance is average. When applied to large buildings, the bearing strength of the steel structure is insufficient, and there are certain safety hazards; (3) The steel structure is greatly affected by temperature. When the temperature When the temperature is below 150°C, the properties of the steel change little. When the temperature is 300°C-400°C, the strength and elastic modulus of the steel drop significantly. When the temperature is around 600°C, the strength of the steel tends to zero, making it unsuitable for applications in In buildings with special fire protection requirements, there are certain limitations. To this end, we propose a pile-reinforced ring steel structure.
发明内容Contents of the invention
针对现有技术的不足,本实用新型提供一种桩柱加强环钢结构件,该钢结构件通过改进后,能够有效解决上述背景技术中所提出的问题。Aiming at the deficiencies of the prior art, the utility model provides a pile reinforcement ring steel structure, which can effectively solve the problems raised in the above-mentioned background technology after the steel structure is improved.
本实用新型的技术方案为:The technical scheme of the utility model is:
一种桩柱加强环钢结构件,其特征在于:它包括钢结构本体,所述钢结构本体截面呈L型,所述钢结构本体的内部设置有隔热层,所述钢结构本体的左侧面外侧焊接有若干个加强环,所述加强环内部空心结构设置,所述钢结构本体的外侧依次设置有第一防腐蚀层和第二防腐蚀层,所述钢结构本体的内部焊接有第一加强筋,所述第一加强筋和钢结构本体之间焊接有第二加强筋。A pile reinforced ring steel structure, characterized in that it includes a steel structure body, the steel structure body has an L-shaped cross section, a heat insulation layer is provided inside the steel structure body, and the left side of the steel structure body Several reinforcing rings are welded on the outside of the side, and the internal hollow structure of the reinforcing ring is set. The first reinforcing rib, and the second reinforcing rib is welded between the first reinforcing rib and the steel structure body.
进一步的,所述隔热层为FC纤维水泥板层。Further, the heat insulation layer is FC fiber cement board layer.
进一步的,所述第一防腐蚀层为镀锌防腐蚀层。Further, the first anti-corrosion layer is a galvanized anti-corrosion layer.
进一步的,所述第二防腐蚀层为防腐蚀涂料层。Further, the second anti-corrosion layer is an anti-corrosion paint layer.
进一步的,所述第一加强筋和第二加强筋垂直设置。Further, the first reinforcing rib and the second reinforcing rib are arranged vertically.
本实用新型的有益效果为:The beneficial effects of the utility model are:
(1)本实用新型通过设有加强环,经加强环强化处理后,钢结构件不仅在自身的强度上或者在连接的强度上均能得到较大的提高,同时,通过设有第一加强筋和第二加强筋,能够进一步增强钢结构件的结构强度,进而提高钢结构件的承压强度,降低安全隐患;(1) The utility model is equipped with a reinforcing ring. After the strengthening treatment of the reinforcing ring, the steel structure can be greatly improved not only in its own strength but also in the strength of the connection. The rib and the second rib can further enhance the structural strength of the steel structure, thereby improving the bearing strength of the steel structure and reducing potential safety hazards;
(2)通过设有第一防腐蚀层和第二防腐蚀层,双层防腐蚀设置,能够大大延长钢结构件防腐蚀的时间,确保在使用时的刚度以及抗形变性能;(2) By providing the first anti-corrosion layer and the second anti-corrosion layer, the double-layer anti-corrosion setting can greatly prolong the anti-corrosion time of the steel structure and ensure the rigidity and deformation resistance during use;
(3)通过设有隔热层,并在钢结构本体内部设置,不仅稳固,自成一体,而且,还不容易受到损伤,确保其使用效果,此外,隔热层能够实现钢结构件的隔热防火效果,在高温下也能确保钢材的强度,使用效果较佳,能够扩大应用范围,实用性强。(3) By providing a heat insulation layer and setting it inside the steel structure body, it is not only stable and self-contained, but also not easily damaged, ensuring its use effect. In addition, the heat insulation layer can realize the insulation of steel structure parts Thermal fire prevention effect, can ensure the strength of steel even at high temperature, the use effect is better, the application range can be expanded, and the practicability is strong.
附图说明Description of drawings
图1为本实用新型的结构示意图。Fig. 1 is the structural representation of the utility model.
图中,1、钢结构本体;2、隔热层;3、加强环;4、第一防腐蚀层;5、第二防腐蚀层;6、第一加强筋;7、第二加强筋。In the figure, 1. steel structure body; 2. heat insulation layer; 3. reinforcing ring; 4. first anti-corrosion layer; 5. second anti-corrosion layer; 6. first reinforcing rib; 7. second reinforcing rib.
具体实施方式Detailed ways
下面结合附图对本实用新型的具体实施方式作进一步说明:The specific embodiment of the utility model will be further described below in conjunction with accompanying drawing:
如图1所示,一种桩柱加强环钢结构件,它包括钢结构本体1,所述钢结构本体1截面呈L型,所述钢结构本体1的内部设置有隔热层2,所述钢结构本体1的左侧面外侧焊接有若干个加强环3,所述加强环3内部空心结构设置,所述钢结构本体1的外侧依次设置有第一防腐蚀层4和第二防腐蚀层5,所述钢结构本体1的内部焊接有第一加强筋6,所述第一加强筋6和钢结构本体1之间焊接有第二加强筋7。As shown in Fig. 1, a kind of pile reinforcement ring steel structure, it comprises steel structure
所述隔热层2为FC纤维水泥板层。The
所述第一防腐蚀层4为镀锌防腐蚀层。The first anti-corrosion layer 4 is a galvanized anti-corrosion layer.
所述第二防腐蚀层5为防腐蚀涂料层。The second
所述第一加强筋6和第二加强筋7垂直设置。目的在于:进一步提高钢结构本体1的结构强度。The first reinforcing rib 6 and the second reinforcing rib 7 are arranged vertically. The purpose is to further improve the structural strength of the
本实用新型中,隔热层2的安装方法为:先在钢结构本体1的外侧开设L型凹槽,接着将隔热层2粘接固定在钢结构本体1的内部,此时,在隔热层2的外侧焊接钢结构板,钢结构板与钢结构本体1的外侧齐平即可。In the present utility model, the installation method of the
上述实施例和说明书中描述的只是说明本实用新型的原理和最佳实施例,在不脱离本实用新型精神和范围的前提下,本实用新型还会有各种变化和改进,这些变化和改进都落入要求保护的本实用新型范围内。What described in above-mentioned embodiment and description just illustrates the principle of the utility model and the best embodiment, under the premise of not departing from the spirit and scope of the utility model, the utility model also can have various changes and improvements, these changes and improvements All fall within the scope of the utility model claimed.
Claims (5)
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Address after: Room 301, No.1 Baishanqian Industrial Zone Road, Nancun Town, Panyu District, Guangzhou City, Guangdong Province 510000 Patentee after: Guangzhou Yeguang Engineering Equipment Co.,Ltd. Country or region after: China Address before: Room 304, No.1 Baishanqian Industrial Zone Road, Nancun Town, Panyu District, Guangzhou City, Guangdong Province, 510000 Patentee before: Guangzhou Anzheng Steel structural engineering Co.,Ltd. Country or region before: China |